The Relationship Between Structural Form and Structural Efficiency

Posted by HB on Thursday, August 11, 2011 , under | comments (0)



1. Introduction

This chapter is concerned with the relationship between structural form and structural performance. In particular, the effect of structural geometry on the efficiency1withwhich particular levels of strength and rigidity can be achieved is explored.The shapes of structural elements,especially the shapes of their longitudinal axes in relation to the pattern of applied load, determine the types of internal force which occur within them and influence the magnitudes of these forces. These two factors – the type and the magnitude of the internal force created by a given application of load – have a marked effect on the level of structural efficiency which can be achieved because they determine the amount of material which must be provided to give the elements adequate strength and rigidity. A classification system for structural elements is proposed here based on the relationship between form and efficiency. Its purpose is to aid the understanding of the role of structural elements in determining the performance of complete structures. It therefore provides a basis for the reading of a building as a structural object.

2. The effect of form on internal force

Type Elements in architectural structures are subjected principally either to axial internal force or to bending-type internal force. They may also be subjected to a combination of these. The distinction between axial and bending is an important one, so far as efficiency is concerned, because axial internal force can be resisted more efficiently than bending-type internal force. The principal reason for this is that the distribution of stress which occurs within the cross-sections of axially loaded elements is more or less constant, and this uniform level of stress allows all of the material in the element to be stressed to its limit. A size of cross-section is selected which ensures that the level of stress is as high as the material concerned can safely withstand and an efficient use of material therefore results because all of the material present provides full value for its weight. With bending stress, which varies in intensity in all cross-sections (Fig. 1) from a minimum at the neutral axis to a maximum at the extreme fibres, only the material at the extreme fibres can be stressed to its limit. Most of the material present is under stressed and therefore inefficiently used.The type of internal force which occurs in an element depends on the relationship between the direction of its principal axis (its longitudinal axis) and the direction of the load which is applied to it (Fig. 2).

Fig. 1 (a) Elements which carry purely axial load are subjected
to axial stress whose intensity is constanta cross all cross-sectional planes.
(b) Pure bending-typeload (i.e. load which is normal to the axis of the element)causes bending stress to occur on all cross-sectional planes. The magnitude of this varies within each cross-section from a maximum compressive stress at one extremity to a maximum tensile stress at the other.

 
Fig. 2 Basic relationships between loads and structural elements.
(a) Load coincident with principal axis; axial internal force.
(b) Loadperpendicular to the principal axis; bending-type internal force.
(c) Load inclined to the principal axis; combined axial and bending-typeinternal force

If an element is straight, axial internal force occurs if the load is applied parallel to the longitudinal axis of the element. Bending-type internal force occurs if it is applied at right angles to the longitudinal axis. If the load is applied obliquely, a combination of axial and bending stress occurs.The axial-only and bending-only cases are in fact special cases of the more general combined case, but they are nevertheless the most commonly found types of loading arrangement in architectural structures.If an element is not straight, it will almost inevitably be subjected to a combination of axial and bending internal forces when a load is applied, but there are important exceptions to this as is illustrated in Fig. 4.3. Here, the structural element consists of a flexible cable,supported at its ends, and from which various loads are suspended. Because the cable has no rigidity it is incapable of carrying any other type of internal force but axial tension; it is therefore forced by the loads into a shape which allows it to resist the loads with an internal force which is pure axial tension. The shape traced by the longitudinal axis is unique to the load pattern and is called the ‘form-active’2shape for that load.
 
Fig. 4.3 Tensile form-active shapes. Because it has no
rigidity a cable must take up a shape – the form-active
shape – which allows it to resist the load with a purely
tensile internal force. Different load arrangements produce
different form-active shapes

As is seen in Fig. 4.3 the shape which the cable adopts is dependent on the pattern of load which is applied; the form-active shape is straight-sided when the loads are concentrated at individual points and curved if the load is distributed along it. If a cable is allowed simply to sag under its own weight, which is a distributed load acting along its entire length, it adopts a curve known as a ‘catenary’ (Fig. 4.3).

An interesting feature of the form-active shape for any load pattern is that if a rigid element is constructed whose longitudinal axis is the mirror image of the form-active shape taken up by the cable, then it too will be subjected exclusively to axial internal forces when the same load is applied, despite the fact that, being rigid, it could also carry a bending-type internal force. In the mirror-image form all the axial internal forces are compressive (Fig.4.4).

Fig. 4.4 Compressive form-active shapes

The cable structure and its rigid ‘mirror image’ counterpart are simple examples of a whole class of structural elements which carry axial internal forces because their longitudinal axes conform to the form-active shapes for the loads which are applied to them. These are called ‘form-active’ elements.

If, in a real structure, a flexible material such as steel wire or cable is used to make an element, it will automatically take up the form-active shape when load is applied. Flexible material is in fact incapable of becoming anything other than a form-active element. If the material is rigid, however, and a form-active element is required, then it must be made to conform to the form-active shape for $the load which is to be applied to it or, in the case of a compressive element, to the mirror image of the form-active shape. If not, the internal force will not be pure axial force and some bending will occur.

Figure 4.5 shows a mixture of form-activeand non-form-active shapes. Two load patterns are illustrated: a uniformly distributed loadacross the whole of the element and twoconcentrated loads applied at equal distancesacross them. For each load, elements (a) carrypure bending-type internal forces; no axialforce can occur in these because there is nocomponent of either load which is parallel tothe axis of the element. The elements in (b)have shapes which conform exactly to theform-active shapes of the loads. They aretherefore form-active elements which carryaxial internal forces only; in both cases theforces are compressive. The elements (c) donot conform to the form-active shapes for theloads and will not therefore carry pure axialinternal force. Neither will they be subjected topure bending; they will carry a combination ofbending and axial internal force.

Fig. 4.5 Examples of the relationship between elementshape, load pattern and element type. The latter isdetermined by the relationship between the shape of theelement and the form-active shape for the load patternwhich it carries. (a) Non-form-active (bending stress only).(b) Form-active (axial stress only). (c) Semi-form-active(combined bending and axial stress).

So far as the shape of their longitudinalaxes are concerned, structural elements canthus be classified into three categories: form-active elements, non-form-active elementsand semi-form-active elements. Form-activeelements are those which conform to theform-active shape of the load pattern which isapplied to them and they contain axialinternal forces only. Non-form-activeelements are those whose longitudinal axisdoes not conform to the form-active shape ofthe loads and is such that no axialcomponent of internal force occurs. Thesecontain bending-type internal force only.Semi-form-active elements are elementswhose shapes are such that they contain acombination of bending and axial internalforces.

It is important to note that structuralelements can only be form-active in thecontext of a particular load pattern. There areno shapes which are form-active per se. Thecranked beam shape in Fig. 4.5, for example, isa fully form-active element when subjected tothe two concentrated loads, but a semi-form-active element when subjected to theuniformly distributed load.

Form-active shapes are potentially the mostefficient types of structural element and non-form-active shapes the least efficient. Theefficiency of semi-form-active elements depends on the extent to which they aredifferent from the form-active shape.

4.3 The concept of ‘improved’shapes in cross-section andlongitudinal profile

It will be remembered from the beginning ofSection 4.2 that the main reason for the lowefficiency of elements in which bending-typeinternal forces occur is the uneven distributionof stress which exists within every cross-section. This causes the material in the centreof the cross-section, adjacent to the neutralaxis (see Appendix 2), to be under-stressedand therefore inefficiently used. The efficiencyof an element can be improved if some of theunder-stressed material is removed and thiscan be achieved by a judicious choice ofgeometry in both cross-section andlongitudinal profile.

Fig. 4.7 The effect of cross-sectional shape on the efficiency with which bending-type load is resisted. (a)Thin card which has an inefficient rectangular cross-section. (b) Thin card folded to give an efficient ‘improved’ cross-section. (c) Thick card with inefficient rectangular cross-section and having equivalent strength and stiffness to the folded thin card

A similar situation exists with slab-type elements. Solid slabs are much less efficient in their use of material than those in which material is removed from the interior, as can be demonstrated by carrying out a simple experiment with card (Fig. 4.7). A flat piece of thin card has a very low bending strength. If the card is arranged into a folded or corrugated geometry the bending strength is greatly increased. The card with the folded or corrugated cross-section has a strength which is equivalent to that of a solid card with the same total depth; it is, however, much lighter and therefore more efficient.

In general, cross-sections in which material is located away from the centre are more efficient in carrying bending-type loads than solid cross-sections. Solid cross-sections are,of course, much simpler to make and for this reason have an important place in the field of architectural structures, but they are poor performers compared to the I- or box-shaped cross-section so far as structural efficiency is concerned. In the classification which will be proposed here, these two categories of cross-section are referred to as ‘simple solid’ and‘improved’ cross-sections.

The shape of an element in longitudinal profile can be manipulated in a similar way to its cross-section to improve its performance in resisting bending-type loads. The adjustment can take the form of alteration to the overall shape of the profile or to its internal geometry.

 
Fig. 4.8 The efficiency of a non-form-active element can be improved if its longitudinal profile is adjusted to conform tothe bending moment diagram so that high strength isprovided only where the internal force is high

To improve efficiency the overall shape is adjusted by varying the depth of the element:this is the dimension on which bending strength principally depends (see Appendix 2).If the depth is varied according to the intensity of bending (specifically to the magnitude of the bending moment) then a more efficient use of material is achieved than if a constant depth of cross-section is used. Figure 4.8 shows two beam profiles which have been improved in this way. They are deep at the locations where the bending moment is high and shallow where it is low.

The internal geometry of the longitudinal profile can also be improved by altering it to remove under-stressed material from the interior of the element. Examples of elements in which this has been done are shown in Fig.4.9. As in the case of cross-sectional shape the internal geometry of the longitudinal profile of an element will be referred to here as ‘simple solid’ or ‘improved’.

Fig. 4.9 The efficiency of non-form-active elements can be improved by selecting a shape in longitudinal profile inwhich material is removed from the under stressed centre
of the element

One type of ‘improved’ profile which is of great importance in architectural as well as all other types of structure is the triangulated profile (i.e. the profile which consists entirely of triangles) (Fig. 4.10). If an element of this type has loads applied to it at the vertices of the triangles only, then the individual sub-elements which form the triangles are subjected to axial internal forces only3(Figs4.11 and 4.12). This applies no matter what the relationship is between the pattern of loads and the longitudinal axis of the element, taken as a whole.
 
Fig. 4.10 A solid beam is less strong and rigid than a triangulated structure of equivalent weight

 
Fig. 4.11 An alteration of the geometry of a triangle can only occur if the length of one of the sides changes.Application of load to a triangle, which tends to distort its geometry, is therefore resisted by axial internal forces in the elements

 
Fig. 4.12 The axial-internal-force-only condition does not occur if load is applied to a triangulated structure other than at its joints

By eliminating bending stress from non-form-active elements the triangulated internal geometry allows a high degree of structural efficiency to be achieved. The advantage of the triangulated element over the other class of element for which this is true – the form-active element – is that no special overall form is required to produce the axial-stress-only condition. All that is required is that the internal geometry be fully triangulated and the external load applied only at the joints.Triangulated elements do not, however,achieve quite such a high degree of structural efficiency as form-active structures due to the relatively high level of internal force which occurs.

Certain bending-type elements with‘improved’ cross-sections are referred to as‘stressed skin’, ‘monocoque’ or ‘semi-monocoque’ elements to distinguish them from skeletal elements which consist of a framework of structural sub-elements covered by non-structural skin. The distinction is perhaps best seen in the field of aeronautical engineering by comparison of the structure of a fabric-covered ‘stick-and-string’ biplane with that of an all-metal aircraft (Fig. 4.13). In each case the fuselage is a structure which carries bending as well as other types of internal force, notably torsion. Aircraft structures must,of course, have a very high ratio of strength to weight. Form-active or semi-form-active arrangements are impractical, however, because the overall shapes of aircraft are determined from aerodynamic rather than structural considerations. The structures are therefore non-form-active and must have‘improved’ internal structures so as to meet the required levels of efficiency.

Fig. 4.13 The overall shapes of aircraft are determined
mainly from non-structural considerations, principally
aerodynamic performance requirements. The supporting
structures are therefore non-form-active, but the very high
priority which must be given to saving of weight results in
the adoption of configurations in which many
‘improvements’ are incorporated. (a) The fuselage and
wings of the ‘stick-and-string’ biplane have triangulated
structures of timber and wire. The fabric covering has a
minimal structural function. (b) The wings and fuselage of
the all-metal aircraft are hollow box-beams in which the
skin plays an essential structural role

In the case of the early biplane fuselage the fabric skin had virtually no structural function and the loads were carried entirely by the framework of timber and wire which, being fully triangulated, was an efficient type of structure with a high ratio of strength to weight. Its disadvantage was that its potential strength was limited firstly by the relative weakness of timber, and secondly by the difficulty of making efficient joints between the timber compressive elements and the wire tensile elements. As the size and speed of aircraft increased and stronger aircraft structures were required, the change to an all-metal structure became inevitable. The fabric skin was replaced by sheeting of aluminium alloy and the internal structure of timber and wire by ribs and longitudinal stringers also of aluminium alloy. In this more sophisticated type of aircraft structure, which is called a semi-monocoque structure, the metal skin acted with the ribs and stringers to form a composite structure called a ‘stressed-skin semi-monocoque’. Monocoque construction is the term used where the element consists only of the stressed skin.

 
Fig. 4.14 The fuselage of the all-metal aircraft is a non form-
active structure which is ‘improved’ at various levels.
The fuselage, taken as a whole, is a hollow box-beam.
‘Improvements’ of several types are incorporated into the
sub-elements which support the structural skin

In the semi-monocoque fuselage of an all-metal aircraft (Fig. 4.14), which is anon-form-active structural element with an‘improved’ cross-section, a very thin stressed skin is used which must be strengthened a tregular intervals by ribs and stringers to prevent local buckling from occurring. The technique of improvement may be seen to be operating at several levels. The fuselage, taken as a whole, is a non-form-active element with an ‘improved’ hollow-tube cross-section.Further ‘improvement’ occurs in the tube walls,which have a complex cross-section consisting of the stressed skin acting in conjunction with the strengthening ribs and stringers. These strengthening sub-elements are in turn‘improved’ by having cross-sections of complex shape and circular holes cut in their webs.

ape and circular holes cut in their webs.The all-metal aircraft structure is therefore a complicated assembly of sub-elements to which the technique of ‘improvement’ has been applied at several levels. The complexity results in a structure which is efficient but which is very costly to produce. This is justified in the interests of saving weight. Every kilo newton saved contributes to the performance of the aircraft so weight saving is allocated a very high priority in the design.

A similar application of the features which save weight can be seen in the field of vehicle design, especially railway carriages and motorcars. The structure of the modern railway carriage consists of a metal tube which forms its skin, spanning as a beam between the bogies on which it is mounted. It is a non-form-active ‘improved’ box beam. The structure of a motor car is similar: the steel car body acts as a beam to carry the weight of the engine, occupants, etc. between the road wheels (Fig. 4.15). As in the case of the aeroplane the overall forms of rail and road vehicles are determined largely from non-structural considerations, but the need to save weight is given a high priority in the design.Again the use of ‘improved’ non-form-active monocoque and semi-monocoque structures constitutes a sensible response to the technical problems posed.

Fig. 4.15 The metal body of a motor car is an ‘improved’
non-form-active beam which spans between the road wheels

The use of such elaborate forms of‘improvement’ as the monocoque or semi-monocoque stressed skin can rarely be justified on technical grounds in architectural structures because the saving of weight is nota sufficiently high priority to justify the expense of this complex type of structure. In the case of buildings, inefficient high-mass structures can actually be advantageous. They add thermal mass and their weight counteracts wind uplift.

The uses of the devices and configurations which produce efficient and therefore lightweight structures – the complex cross-section, the circular ‘lightening’ hole,triangulation of elements and profiling to conform to bending moment diagrams – are not always appropriate from the technical viewpoint in the context of architecture where they are justified technically only in situations in which an efficient, lightweight structure is required (see Chapter 6). They can, however,have another architectural function which is to form a visual vocabulary of structure.

The use of the devices associated with structural efficiency for stylistic purposes is discussed in Chapter 7. It might be observed here that where this occurs they are often used in situations which are in appropriate structurally. The devices of ‘improvement’ which were devised in the context of aeronautical and vehicle engineering have become, in the hands of modern architects,especially those of ‘high-tech’ architects, a visual version of the dead metaphor.

4.4 Classification of structural elements

The principles outlined in the preceding sections, concerned with the various devices hich can be used to improve the efficiency of structures, can form the basis of a classification system for structural elements.The primary categorisation is between form-active, semi-form-active and non-form-active elements because this is the most important factor in determining the level of efficiency which can be achieved. Elements are further classified according to the degree of ‘improvement’ which is present in their cross-sections and longitudinal profiles. The number of combinations and permutations is very large and a selection only of possibilities is illustrated in Table 4.1 to show the general principles involved. The least efficient shapes (non-form-active elements with simple shapes in both cross-section and longitudinal profile) are placed at the top of the table and the degree of efficiency present increases towards the bottom of the table,where the most efficient shapes – tensile form-active elements – are placed. Adistinction is made between line elements,such as beams, in which one dimension is significantly larger than the other two, and surface elements, such as slabs, in which one dimension is significantly smaller than the other two.

This system links the form, and therefore the appearance, of a structure with its technical performance and provides a basis for reading a building, or indeed any artefact, as a structural object. This is an important consideration for anyone involved with either the design of buildings or with their critical appraisal.

The system is based on the idea of efficiency: structural elements are classified according to the level of efficiency which they make possible in the resistance of load which is, of course, their principal function. The main objective of structural design, however, is the achievement of an appropriate level of efficiency rather than the maximum possible level of efficiency. The factors which determine the level of efficiency which is appropriate are discussed in Chapter 6. The discussion of whether or not an appropriate level of efficiency has been achieved cannot take place,however, in the absence of a means of judging efficiency. The system proposed here provides that means.

An aspect of the relationship between structure and architecture which has been touched on in this chapter is the possibility that the features associated with structural efficiency can be used as the basis of a visual vocabulary which conveys architectural meaning – the message being technical progress and excellence.

  Table 4.1

Aeg Turbine Factory

Posted by HB on Saturday, July 30, 2011 , under | comments (0)



Designed by Peter Behrens and Karl Bernhard; completed 1910

Berlin, Germany

Largely misunderstood by the historians of the Modern movement who celebrated it as the first major work of frank industrial architecture endowed with exceptional “functional directness,” the AEG Turbine Factory—designed by Peter Behrens and Karl Bernhard and completed 1910—remains the most admired and most influential of Behrens’s works.

 

Designed between 1908 and 1909 for the Allgemeine Elektricitäts Gesesells (AEG)—a German electrical concern founded by Emil Rathenau in 1883—the factory was placed strategically at the southern edge of the factory complex along Huttenstrasse and Berlichingenstrasse, facing Berlin and the world as a show front of the prosperous industrial magnate. Complying with such expectations and following his own ideological stance, Behrens built a magnificent iron and glass hybrid of two eminently classical temple traditions—the Greek and the Egyptian—meant to glorify industrial might.

 

In accepting the challenge of designing his first industrial building, Behrens’s concern was not to recast all of architecture in terms of industry and the machine, as was most often the case with the next generation of modern architects. Rather, “his concern was…levating so dominant a societal force as the factory to the level of established cultural standard” (see Anderson, 1977).

 

As an adept of the Austrian art historian and critic Alois Riegel’s theory of Kunstwollen (literally, “artistic will” or the evolutionary force of style) and of Georg Wilhelm Friedrich Hegel’s aesthetic historicism, exemplified in the concept of the Zeitgeist, Behrens applied in the design of the Turbine Factory the principles that he had evolved as the leader of the Darmstadt artists’ colony after 1901. In direct opposition to Gottfried Semper’s “materialism,” central to Behrens’s approach was belief in the force of the artist, and art, to transform brute everyday life into a dignified existence. Akin to the carbon transformed under extreme conditions into a praised diamond, everyday life—and in this case raw industry, the factory, and the machine—could be transformed under the artist’s  into an entity of high culture. Such an ideological position, applied to industry, spread into a number of aesthetic and symbolic themes clearly reflected in the Turbine Factory. Far from depending on primary concerns for material, technical, and functional purposes, the factory was, in Behrens’s mind, the result of a specific concretization of selected industrial features, filtered through the artist’s transcendental will to form. The result was a vast crystal symbolizing the victory of art over the banality of life in an emerging machine society. If the industrial fact at hand could not be ignored, it was not the role of the artist to succumb to it helplessly, either. It is largely because of this position that Behrens’s first industrial building was unprecedented in industrial architecture and design.

 

In aesthetic terms, the central conflict that Behrens faced in the design of the Turbine Factory was the tectonic character of the ferro-vitreous wide span offered by his engineer, Karl Bernhard, as the necessary solution for mastering the vastness of the structure and Behrens’s adherence to the concept of Stereotomie since his 1905 pavilions at the Oldenburg Northwest German Art Exhibition. The challenge was, therefore, to find a solution that would be flexible enough to accommodate the dictates of a particular technology—including the use of given industrial materials—while preserving architecture as the eminent symbol of established cultural values of a modern capitalist state. The culmination of this synthetic process was expressed in the factory’s triumphal templelike facade with its crystalline central window of staggering dimensions that only advanced technology could have brought about.

 

With his limited knowledge of any kind of building technology, Behrens had to rely on the support of an engineer for such a vast and technically complex building. The shifting priorities between ideology and technology in the conception of the building necessarily resulted in a series of ambiguities and concealments that Behrens provoked rather than avoided in a strained collaboration with Bernhard.

 

The structural makeup of the factory consists of an asymmetrical three-hinged arch reinforced by a transversal tie-rod. The longer half of the arch springs vertically up to the second hinge and then breaks in three facets before reaching the third hinge at the apex of the arch. In properly structural terms, there was no reason for breaking the second arm into segments. The decision was a willful intervention in the engineer’s work by Behrens the artist. Historically, a variety of reasons have been advanced as an explanation for such a move. Whereas Kenneth Frampton, for example, refers to a rather improbable desire to create the shape of a farmer’s barn with its typical polygonal gable, Reyner Banham offers a technological explanation: the need for clearance for the huge internal traveling crane—even though the section shows that the tying rods forced the crane to run much lower.

 

The chiseled gable was, in fact, the result of two specific exigencies of Behrens’s Kunstwollen: the urge for enforced Stereotomie and the evocation of Zeichen (sign), the crystalline symbol of life as art. Indeed, the comparison between Behrens’s earlier representation of the priestess of Darmstadt carrying the redemptive crystal high above her head, as well as the majestic front of the temple-factory, reinforces the idea of a crystalshaped gable springing high above the ground in delicate balance over the equally crystalline abstracted robe of a priestess.

 

Furthermore, using the given technology for more ambitious aims, Behrens concealed the fact that the actual structural system of the factory was made up of a series of hinged arches by capping the building with a voluminous cornice cutting the arch at the top of its vertical member. In so doing, Behrens created the visual impression of a trabeated system in which the vertical members of the arches represented so many columns of a classical temple. By the same token, the somewhat inwardly inclined glazed surfaces between the structural members of the side elevation, along with the blown-up roofline and the massive concrete nonbearing “corner stones” wrapping around a streamlined trapezoidal silhouette, created a convincing case of a perfectly “stereotomic” volume inflated with space. Thus undermining the iron framing, Behrens prevented the construction from dematerializing into a dispersed tectonic grid—as would have been the case with the Dutert-Contamin Gallerie des Machines—and clearly subverted any engineering directness. The formulation of a symbolic structure, however, did not preclude Behrens from addressing forcefully the nature and purpose of the building.

 

Still remaining in the realm of powerful symbolism, Behrens allowed the function of the building to express itself allegorically not only through the exclusive use of industrial materials on a large scale but also by evoking forcefully the dominant societal role of the machine in the most memorable details of the building, such as the giant base hinges of the arches set on high concrete pedestals. As has been noted, what makes the significance and the importance of the AEG Turbine Factory, aside from actual achievement, “is that Behrens understood that the established cultural standards must be transformed in the process of assimilating modern industry.”

 

 

AEG Turbine Factory, Berlin

Africa: Northern Africa

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Compared with the rest of the continent, the countries of North Africa form an immediately recognizable region and appear as a more cohesive bloc than do their neighbors south of the Sahara Desert. They derive their apparent cohesion from a common language (Arabic), a common religion (Islam), and a shared cultural identity as heirs of the Ottoman Empire. Like their sub-Saharan neighbors, all shared the historical experience of European colonialism and of the struggle for independence. Unlike their sub-Saharan neighbors, however, pan-Arabism has been a more powerful force than African unity.

 

On closer examination, all the countries of North Africa have developed their own distinctive cultural identity and historic perception of themselves and their role in the world. Egypt, with its overpowering legacy of its Pharaonic past and its small but influential Coptic Christian minority, has always perceived itself as distinctively different from the Maghreb (the countries to the west) and more naturally internationalist in outlook. Morocco, which was the only country in North Africa that did not suffer the experience of Ottoman rule, prided itself on the purity of its national culture and the dignity of its sultanate.

 

At the beginning of the 20th century, the Ottoman Empire was collapsing all around the Mediterranean: Its final death throes came after it allied itself with the German and AustroHungarian Empires at the beginning of World War I. Egypt had effectively become a protectorate of Britain in 1882, to the intense annoyance of France, which had enjoyed most-favorednation status in Egypt since Napoleon’s short-lived expedition to Egypt in 1799–1801. Algeria (or at least the coastal strip) became a French colony in 1830, to which the mountainous hinterland and the desert interior were added in 1848, and by 1900 it was effectively part of metropolitan France. Tunisia, as a consequence of the dey of Tunis’s indebtedness to French bankers, was annexed by France in 1881. The Sudan, over which vast territory British troops had campaigned sporadically for 20 years, was absorbed into the British Empire in 1899 as an Anglo-Egyptian condominium. Libya was invaded by Italy and incorporated into the infant Italian Empire in 1912; in the same year, Morocco became a protectorate of France by treaty, proudly safeguarding its cultural independence as the brightest jewel in the French imperial crown.

 

The European colonial experience was, with the exception of Algeria, short-lived and, again with the exception of Algeria, relatively bloodless. Egypt gained its independence in 1922 under the Albanian dynasty, whose founder, Mohammed Ali, had seized power from the Ottomans and imposed himself as khedive on the long-suffering Egyptian people in 1805, shortly after Napoleon’s expedition to Egypt. Effective independence was not really secured until the revolution under General Neguib and until Colonel Nasser overthrew King Farouk and seized power in 1952. With the exception of Algeria, all other North African states gained their independence in the 1950s: Algeria, after a long, bloody civil war between the European settlers (10 percent of the population) and the indigenous Africans, finally followed suit in 1962. (A couple of insignificant Spanish enclaves on the Mediterranean coast of Morocco still owe allegiance to Europe.)

 

For the first half of the 20th century, the architectural and urban development of North Africa was European directed and European driven. At the beginning of the century, European imperialism was at its apogee, and between 1900 and the outbreak of World War I in 1914, with a few significant exceptions, colonial governments, architects, and developers aimed to recreate Europe in Africa. By 1900 regionalism and vernacular revivalism had become respectable, even fashionable, architectural styles in Europe in a period when eclecticism reigned.

 

Physical manifestations of imperialistic rule, such as the Union Jack-inspired town plan of the new capital of the Sudan (Khartoum) and the Hausmannesque boulevards imposed on the organic city plan of Algiers were characteristic of this period but by no means were universal. Equally popular were the garden suburb, garden city developments that were fashionable in Europe: the Garden Suburb along the Nile in Cairo, the more ambitious New Town of Heliopolis on the desert fringe of the same city, and the Parc d’Hydra and the hilly suburbs of El Biar in Algiers were laid out in European lines for a mainly European settler population.

 

(Arabism) and the Hispano-Mauresque Revival were eagerly adopted by French architects in Algeria, as the Saracenic, Coptic, and even Pharaonic styles were adopted by the polyglot architects practicing in Egypt.

 

Representative buildings of the pre-World War I period, when European imperialism reigned supreme, were the Post Office (1890–1900, Algiers) by Tondoir and Voinot, the Galerie Algerienne (1902, Algiers) by Voinot, and the Prefecture (1904, Algiers) and the Hotel St. Georges (1910; now the Hotel El Djezair, Algiers), all in a highly decorative and stylized part Ottoman, part Hispano-Mauresque style inspired by the wealth of handsome 18th-century Ottoman buildings in the city. Also representative, in Cairo, are the eclectically classicist Egyptian Museum (1900), the vernacular revivalist Coptic Museum (1910), and the Beaux-Artian, symmetrically planned buildings of the Cairo University (founded as Fuad University in 1908); in Khartoum, the neo-Byzantine Anglican All Saints’ Cathedral (1909–12) by Robert Weir Schulz and the late Ottoman-style Gordon Memorial College (c. 1905; now the University of Khartoum) by Fabricius Bey and Gorringe are representative.

 

Lieutenant Gorringe was a British army officer serving with the Royal Engineers; Fabricius Bey was architect to the khedive in Cairo and of southern European (probably Maltese) origin. Under the autocratic rule of Lord Cromer, British consul-general in Egypt from 1883 to 1907, whose job title concealed the virtually absolute power he wielded, Cairo and Alexandria were boom cities, and architects and engineers flocked to Egypt from all over Europe. The indigenous Egyptian elite—the educated middle classes who had enjoyed a privileged position in society under the Francophile rule of Khedive Ismail before the British invasion of Egypt in 1882—were increasingly sidelined under Cromer’s administration and agitated for a national university and for a school of fine arts under Egyptian control. The foundation of the École des Beaux-Arts in 1906 and of Fuad University in 1908 were the results of their efforts. By 1920 both institutions (now the University of Helwan at Zamalek and Cairo University, respectively) had schools of architecture. Not until the 1920s, therefore, were indigenous Egyptians able to study architecture in their own country. The few Egyptian architects who were in practice in the early decades of the century had studied abroad at the École des Beaux-Arts in Paris or at Constantinople. A similar situation prevailed throughout North Africa: not until the École Polytechnique d’Architecture et Urbanisme (EPAU) was founded in Algiers after World War II were there any schools of architecture in North Africa outside Egypt. Inevitably, it was well into the second half of the century before indigenous African architects were able to make a major contribution to the physical development of their homelands.

 

If the period before World War I was the high point of European imperialism, the period between the world wars was the decline of empire; however, the architectural and urban development of North Africa was still almost entirely European driven. Morocco, under its first French resident-general, Hubert Lyautey (1912–25), pursued a clear-sighted policy of state intervention in urban development (as did Libya) after Benito Mussolini seized power in Italy in 1922 and sought to revive the splendors of Rome’s imperial past in Africa.

 

Marshal Lyautey sought conscientiously to conserve what remained of the Moroccan architectural heritage—Hispano-Mauresque, Arab, and Berber. He stated, “While in other parts of North Africa we only found social debris, here…we have found a constituted empire, and with it a beautiful and great civilization…. A remarkable Morocco can be created, that will remain Moroccan and Islamic” (quoted in Betts, 1978). However, he was not averse to contemporary architectural developments: Auguste and Gustave Perret designed and built the Dock Installations and Warehouses (1915) in Casablanca, but the cities of Casablanca and Rabat were replanned on grandiloquent lines and had public buildings that were both neoclassical and embellished with Hispano-Mauresque decoration, as in the Law Courts (1915) in Casablanca by J.Marrast and the Post Office (c.1920) in Rabat by J.Laforgue.

 

The Italian administration showed no such sensitivity in Libya, except toward the imperial Roman sites. Tripoli was replanned as the colonial capital, and the new town was created on provincial Italian lines, designed by the architects A.Novello and O.Cabiatti; in building during the 1920s and 1930s, it was a prototype of Giovanni Pellegrini’s Manifesto dell’ architettura coloniale (1936).

 

No such high-mindedness drove the architectural development of the other North African countries. Where appropriate, arabisance prevailed, as in the Waqf Ministry Building (1925) by Mahmould Fahmy Pasha and the Bank Misr (1927) by A. Laseiac in Cairo; in general, however, North Africa followed European precedents: a pared-down Neoclassicism in the 1920s with some commercial Art Deco in the downtown streets of major cities, a tentative adoption of modernism, and the International Style in the 1930s. Algeria generally set the pace: the Palais du Gouvernement General (1930; now the Palace of Government) designed by M.J.Guiauchain with A. and G.Perret, the Maison des Etudiants (1933) by C.Montaland, and the Town Hall (1935) by L.Claro, all in Algiers, are no less advanced than are their contemporaries in Europe. In addition, Algiers was the subject of Le Corbusier’s most sustained urban-planning initiatives. Between 1933 and 1942, he published no fewer than three major plans for the city; formal concepts first proposed for Algiers were eventually realized elsewhere (such as the Ministry of Education building in Rio de Janeiro and the UNESCO headquarters in Paris).

 

The struggle for independence and the consolidation of power after achieving it preoccupied the governments of all North African countries during the first decade and a half after the end of World War II (part of which was fought over North African terrain), and the series of Arab-Israeli wars, culminating in the disastrous war of 1973 and the devastation of the Suez Canal Zone, deprived the region of the economic security and political stability that is a prerequisite for sound and sustained physical development. In contrast, the final quarter of the century saw massive investment in building and a transformation of the built environment throughout the region (with the exception of Sudan, where a civil war has been waging for 20 years).

 

The provision of adequate housing for the mass of the people has been a major priority of all governments in the region since independence. The rehousing of immigrant squatters on the outskirts of all major cities, the protection of the limited areas of fertile agricultural land from population invasion, the reconstruction of the devastated Suez Canal cities, and the creation of new towns to accommodate the overflow of population from the major cities have become major areas of architectural activity. Hassan Fathy was one of the first North African architects to engage seriously with the problems of popular housing: his modest book Architecture for the Poor, which describes his attempt to create a humane environment in the resettlement village of New Gourna on the west bank of the Nile at Thebes in Upper Egypt, has been acclaimed worldwide and has transformed architects’ perceptions of their social responsibility as housing providers. Hassan Fathy was also one of the pioneers, along with his contemporary Ramses Wissa Wassef, in the revival of traditional materials, constructional systems, and craft skills. The bulk of his practice, however, was the design of individual houses and villas for private clients. Abdel Wahid El Wakil is an accomplished younger Egyptian architect designing in a similar manner.

 

Inevitably, however, given the enormous shortfall in housing provision, the emphasis in most state-funded social housing schemes has been on quantity rather than quality, and four-, five-, or six-story walk-up blocks of apartments have become the norm. Some architects have handled such assignments well (for example, Elie Azagury’s apartment blocks in Rabat and Casablanca [1960s] or Candilis, Josic, Woods and Pons’s residential estate Sidi-bel-Abbes in Oran, Algeria [1950s]), but the scale of most state housing schemes necessitates the formation of large international multidisciplinary teams of architects and engineers, as in the huge new cities in the desert hinterland of Cairo established by the Egyptian Ministry of Reconstruction, New Communities, and Land Reclamation in the 1980s: Sadat City, 10th Ramadan City, and 6th October City.

 

Also in the state sector, major building programs for education and health care have sought to remedy the neglect of these areas by the colonial authorities and to demonstrate governments’ commitment to the provision of education and health care for all. Provincial universities and regional hospitals are perceived as flagships of government policy, and architects of international reputation are commissioned for major projects (such as James Cubitt and Partners for the University of Garyounis, Benghazi, Libya; Oscar Niemeyer for the University of Constantine, Algeria; and Charles Boccara for the 1982 Regional Hospital, Marrakesh, Morocco).

 

Tourism has generated large downtown hotels and holiday resorts. Good examples of the latter include work by architects A.Faraoui and P.de Mazieres in Morocco, Fernand Pouillon in Algeria, and Serge Santelli in Tunisia. In addition, the demands of tourism undoubtedly generated several major historic and archaeological conservation projects, the most spectacular being the UNESCO-sponsored re-erection of the temple of Rameses II at Abu Simbel on an elevated site overlooking Lake Nasser in Upper Egypt.

 

A major factor that was instrumental in the evident raising of standards of architectural service and of the quality of architectural design in the last 20 years of the century was the institution of the Aga Khan Award for Architecture (AKAA). Conservation of the environment, community involvement in the design decision-making process, and the appropriateness as well as the quality of the executed design are among the criteria for selecting buildings for an award. The patronage of the Aga Khan through this award scheme has both publicized and promoted, as models for other architects to emulate, several excellent buildings and conservation schemes in North Africa, among them the Arts Center at Harrania near Giza in Egypt by Wissa Wassef, the revitalization of the Hafsia quarter of the Medina in Tunis, and the Dar Lamane Housing Community in Casablanca, Morocco.

 

Finally, two outstanding buildings that have become icons of their countries’ commitment to excellence in architecture and the arts are the new Cairo Opera House and Cultural Center (1987–92) on Gezira Island by the Japanese consortium Nikkei Sekkai Planners Architects and Engineers and the Great Mosque (1986–93) in Casablanca, commissioned by King Hassan II from the French architect Marcel Pinseau. By way of postscript, with about 20 schools of architecture in the region at the turn of the millennium, the 21st century can expect a much higher proportion of buildings in North Africa to be designed by indigenous architects than was true in the 20th century. ANTHONY D.C.HYLAND.

 

 

Regional Military Hospital (1982),

Adaptive Re-Use

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Buildings often outlive their function; however, their inherent durability often gives the building another life. There is a long tradition of buildings being adapted to suit new functions. Roman basilicas were converted to serve as worship spaces for the nascent Christian church. In medieval times, Roman fortifications were resurrected to form part of the fabric of the mercantile cities. It was not until the advent of ready demolition and the mechanization of the building process during the Industrial Revolution that the practice of adapting old buildings to new uses became less the norm.

 

Following World War II, the pace of change in urban form, precipitated by technological advances and social upheavals, quickened. As buildings became obsolete and shifting land values directed economic development away from central cities, particularly in North America, large-scale demolition became commonplace. In some cases, well-built warehouses and industrial structures stood on land that had become more valuable for other commercial and office uses, further accelerating demolition. Housing that stood in the pathway of proposed highways was also torn down. Urban renewal stopped short of its promise, and vacant buildings quickly became vacant land. To combat these failures, preservation strategies were developed that employed the existing built environment to suit new uses.

 

There are four distinct building types in which adaptive re-use of older structures can be seen. Public buildings, which includes large transportation facilities like train stations and civic buildings built in the 19th and 20th centuries being converted to new public and private uses. Industrial buildings, with their large clear structural spans and, typically, large expanses of windows or skylight, lend themselves particularly well to housing an enormous variety of new use groups. Private buildings, like large houses, can serve multiple functions because of the inherent flexibility of the prototype. Finally, commercial buildings, the structures that are so emblematic of the advances in architectural technology in the 20th century, are being recycled with different uses, presenting unique preservation problems, as architects must address issues related to preserving buildings that employed contemporary technology.

 

The U.S. government owns many magnificent historic structures and has taken the lead in finding new uses for its stock of buildings, serving as an example for private sector development. In Washington, D.C., the Pension Building, an imposing brick edifice, was constructed shortly after the Civil War to provide office space for agencies distributing pensions to war veterans and their families. Its primary distinctive feature is a large, central skylit atrium space that allows the ring of offices access to natural light. The building stood dormant for many years until a major restoration project started in 1984 enabled the National Building Museum to occupy the lower floors of the building, with the bulk of the building retained for government offices. The soaring splendor of the building’s interior serves as an excellent advertisement of its function as a museum for the built environment.

 

Also in Washington, D.C., is the Old Post Office Building, another atrium building. Completed in 1899, the neoRomanesque building was almost demolished in the early 1970s. Fortunately, as a result of the dedicated efforts of local preservationists and the daunting cost of demolishing such a huge structure, the building was renovated in 1978. The three lower levels of the building, including the atrium, were converted to restaurants and retail, with the perimeter of the building on the upper level retained as office space.

 

One of the most well-known re-uses of a dormant train station is Gae Aulenti’s remaking of the Gare d’Orsay in Paris as the national museum of art and civilization. Originally opened for train traffic in 1900, both the building’s short platform lengths and changes in travel patterns lead to the abandonment of the station shortly after World War II. Reopened as a museum in 1986, the renovation makes use of the original attached hotel within the head house as exhibition space. Built within the volume of the train shed are smaller structures that house more intimate display space for sculpture. Despite the somewhat awkward intrusion of these galleries within the shed, the sense of the original great volume of the space is still preserved.

 

In the United States, the nation’s private railroad system developed a legacy of magnificent structures throughout the country. When train traffic declined following World War II, these buildings, centrally located in the downtowns of virtually every American city, sometimes were virtually abandoned or, worse, torn down in the case of McKim, Mead and White’s Pennsylvania Station in New York. Union Station in St. Louis (Theodore C.Link), built in 1894 and renovated and modified in the early 1980s, is a good example of an important building restored to a new life. The barrel-vaulted Grand Hall functions in much the same way as it was originally intended, now serving as a hotel lobby and entrance to a multiuse complex that includes a parking garage and a restaurant and retail center within the former train shed. The shed, the largest of its type ever built, is organized into “neighborhoods” to make the integration of the building’s multiple functions more coherent. When Union Station was renovated, the ornate and eclectic spaces within the head house were restored and glass was inserted into the vaulted train shed, flooding the interior with natural light.

 

Philadelphia, a large commuter train station built for the Reading Railroad in 1893 became redundant in 1984 when a subterranean tunnel was constructed below it, linking the area’s railways to a regional network. The beautiful steel and glassvaulted shed and Renaissance revival terra-cotta facade were empty for several years as several different alternatives were studied for a possible re-use. Critical to the success of the project was the maintenance of the historic food market below the train shed. The Pennsylvania Convention Center, built in 1992 (Thompson, Ventulett, Stainback and Association), incorporates the Reading Terminal into the new construction, maintaining both this vital piece of urban architecture and the market’s social importance in the city fabric. The head house serves as the ceremonial entrance for the convention center as well as a hotel. The train shed links the entrance from the principal street to the new large convention center that spans over two adjacent blocks.

 

The first International Style skyscraper, the PSFS Building (George Howe and William Lescaze), also in Philadelphia, was constructed in 1932 and served for many years as the headquarters for a local bank and office building. The building had retail on the ground floor with a cool modern banking hall on the second floor. After the bank went out of business in the early 1990s, the building stayed dormant for many years. Despite the high esteem held for the building locally, its relatively small floor plate did not attract the interest of businesses seeking space where the need for a large floor negated the desire to have ready access for natural light. Fortunately for the building, developers converted it to a hotel that uses the original banking hall as a multipurpose room. The former retail space now serves as a ground floor lobby and restaurant. The renovation is truly successful and the building retains its landmark neon sign, first lit to advertise the bank during the depths of the Depression.

 

Private buildings that have been adaptively re-used range in size and character from urban townhouses to urban palaces and castles set alone in the countryside. Museums are the most common new use for these buildings, often commemorating the house and holdings of the original occupant, as in the Hearst Castle in San Simeon, California, and the Biltmore House in Asheville, North Carolina. Alternatively, the urban mansions are often converted to art museums, making use of the variety of spaces, both small and grand. Institutions like the CooperHewitt Museum in the former Carnegie mansion and the Frick Museum, both in New York City, serve as excellent display space for sculpture and paintings of all manners of style and size. In European countries like France, Spain, and Portugal, châteaus and castles have been converted into hotels. The Spanish government, in particular, has made the conversions of these castles into paradores for the latter half of the 20th century a matter of restoration policy.

 

Industrial buildings offer the most flexible typology for conversion. Mills and old factory structures are typically solidly built and often offer large expanses of natural light. Industrial buildings are generally anonymous buildings that, in the early part of the 20th century, were executed, if not by architects, then by highly competent vernacular builders. The prototype was a relatively recent phenomenon, and the pace of construction of these buildings accelerated during the time of great urban industrialization that coincided with a particularly eclectic period in architecture. Consequently, these buildings hold important social and physical significance in the urban context. The solid structures of these buildings may have contributed to their longterm survival; in some cases, the cost of demolition made their destruction not as viable an option, allowing time for alternative uses to be found.

 

Housing has been a popular choice to occupy these spaces. In the United States, the vanguard of the movement to convert former industrial properties to housing was the SoHo neighborhood in New York City. What started as flexible and inexpensive space serving as artist studios became coveted by those looking for expansive living quarters in neighborhoods that the artists had helped to become fashionable. Outside of New York, one of the better-known early preservation and conversion projects is Lowell Mills in Lowell, Massachusetts, a mixed-use complex that helped to revitalize a portion of that moribund town.

 

These mill buildings are now also adapted to house the industries of the information age, the economic successor to the industrial revolution. Offices for computer technology firms, professional offices, and material and product showrooms in early 20th-century industrial loft buildings are such a commonplace sight in urban centers that it is often forgotten that those buildings were not originally constructed to house those functions. One particularly striking conversion is the Templeton Factory in Glasgow, Scotland, a former carpet mill built in a colorful and stylized Venetian Gothic style in 1898. The building complex was considered for demolition following its abandonment in 1978 as the result of changes in manufacturing technology. Preservation as a museum was rejected. In the early 1980s, a scheme was devised to convert the building into a hybrid research and business incubator center run by a local government development agency.

 

Winston Churchill’s aphorism—“We shape our buildings; thereafter they shape us”—rings true. Preservationists seeking to link the past with the future take exception to this rule as we continue to shape our buildings, adapting them to new functions. Adaptive re-use as a tool used by architects, like the larger preservation movement, is a 20th-century phenomenon. The preservation of older buildings by giving them new uses also serves as part of an overall strategy for urban designers, city planners, and the consortium of public and private forces that view this approach as a tool of economic development. The supply of older and significant buildings is a source of sound urban ecological regeneration. As preservation practice evolves, the emphasis is shifting away from strict restoration to an attitude that frees the building from its former use.

 

 

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