The Technology of Transition: Sexpartite to Quadripartite Vaulting in
Transcription
The Technology of Transition: Sexpartite to Quadripartite Vaulting in
unique occurrence, developed alnriostcertainly in response to a series of unconventional design requirements. As a resolution of the various problems faced by the designer in his attempt to integrate a spacious and functional gallery into a compressed elevation, the gabled gallery was an individualized solution that was never repeated in its totality. Even so, it reflects the architectural milieux with which the Durham nave designer was familiar and provides an insight into the essential processes of his thinking. He was clearly not a "structuralist" in the Early Gothic sense of the term, not a designer with the same concerns or the same ambitions as, for example, the man who built St. Lucien at Beauvais using some of the same technical apparatus. Instead, the second master at Durham conceived of structure and of structural mechanics in terms of strong, isolated units of support that were not necessarily joined together in an integrated, systematic whole. In this, his work continues the techniques of earlier wood-roofed architecture and, by taking some of those techniques to their logical extension, represents a culmination of that older Romanesque tradition. Even though he might use rib vaults, he chose to hold them up by means of thickened walls and not by lateral buttressing elements. And even though he might use quadrant arches - and use them in an inventive way - he still perpetuated their original roof-supporting functions. The nave designer at Durham was, without question, one of the great innovators of his period, but his personal solutions ultimately did not generate a consistent following. Many of his elements may superficially suggest the dawn of Gothic architecture, but, in the end, the conclusion must be that his view of architecture was still dependent on ideas that would play only a small role in the formulation of that later style. Columbia University New York, NY 10027 Bibliography Billings, Robert, Architectural Illustrations and Description of the Cathedral Church at Durham, London, 1843. Bilson, John (with Harold Brakspear and Charles Peers), 1915-16, "A Report to the Society of Antiquaries on Certain Repairs Now Being Undertaken at Durham Cathedral," Proceedings of the Society of Antiquaries, , 2nd ser., xxvII, 49-53. 1922, "Durham Cathedral. The Chronology of Its Vaults," Archaeological Journal, LxxIx, 101-60. Bony, Jean, "Le projet premier de Durham. Voitement partiel ou voitement total?," in Urbanisme et architecture. Etudes icrites et publikes en l'honneur de Pierre Lavedan, Paris, 1954, 41-49. Branner, Robert, "Gothic Architecture 1160-1180 and Its Romanesque Sources," in Studies in Western Art (Acts of the XXth International Congress of the History of Art), Princeton, 1963, 92-104. Greenwell, William, 1916, "Notes on Durham Cathedral," Journal of the British Archaeological Association, xxII, 1916, 140-42. , 1932, Durham Cathedral (1881), 9th ed., Durham. Liess, Reinhard, Der friuhromanischeKirchenbau des II. Jahrhunderts in der Normandie, Munich, 1967. Rave, Paul Ortwin, Der Emporenbau in Romanischer und Friuhgotischer Zeit, Bonn, 1924. Ruprich-Robert, Victor, L'architecture normande aux XIe et XIIe sikcles en Normandie et en Angleterre, 2 vols., Paris, n.d. [1884-89]. The Technology of Transition: Sexpartiteto QuadripartiteVaulting in High Gothic Architecture WilliamTaylorandRobertMark Introduction Ribbed vaulting is often regarded as representing the essence of Gothic architecture. For Henri Focillon, "the vaulted rib.., became the progenitor of an entire style," and, indeed, its introduction marked a distinct change in the design of church interiors.1 Perhaps most important, ribbed vaulting allowed greater fenestration of the walls than did earlier barrel and groin vaults. But there were constructional limits on how far this advantage could be carried until the flying buttress was introduced to stabilize The authors gratefully acknowledge helpful suggestions made during the course of this investigation by H. Titus of Wake Forest University and by W. Clark of Queens College of the City University of New York. 1 H. Focillon, The Art of the West in the Middle Ages, Greenwich, Conn., 1963, II, 3. 580 THE ART BULLETIN DECEMBER 1982 VOLUME LXIV NUMBER 4 2 BourgesCathedral,view of the nave wall and sexpartitevaulting (photo: J. Austin) 1 ChartresCathedral,view of transeptwall and quadripartite vaulting (photo: ArchivesPhotographiques) 3 Comparativeelevations:Laon,Chartres,Reims, and Amiens the clerestory wall in the last quarter of the twelfth century.2 By the turn of the century, at Chartres and at Bourges, clerestory walls were reduced to stone frames enclosing large areas of glass (Figs. I and 2). Furthermore, at Chartres the height of the clerestory was increased to a striking degree, with its vaults springing from well above the clerestory base. The trend toward taller clerestories and higher vault springing, along with reducing the solidity of the clerestory walls in seeming defiance of the thrust of the lofty vaults, was to become the most definitive feature of the High Gothic cathedral (Fig. 3). (from Dehio and Bezold, Die Kirchliche Baukunst des Abendlandes) 2 R. Branner, Gothic Architecture, New York, 1961, 27. Ongoing studies in our laboratory of a reconstruction of Notre Dame, Paris (with William Clark), have confirmed Branner's belief that flying buttresses were indeed necessary in the nave of this tall building. 3 Quadripartite vaulting was often used in early Gothic churches, but mainly in smaller ones. For an account of the use of sexpartite and quadripartite vaulting, see Marcel Aubert, "Les plus anciennes croishes d'ogives; leur r6le dans la construction," Bulletin monumental, xciiim, 1934, 5-67, 137-237; Jean Bony, "Diagonality and Centrality in Early Rib-Vaulted Architectures," Gesta, xv, 1976, 15-25. The form of the ribbed vaulting was also altered soon after the advent of the flying buttress. Prior to the year 1200, vaults sprang from a solid wall at a point below the base of the clerestory and, with few exceptions, squareplanned vaults of sexpartite figuration were used in the main bays of the larger Gothic churches.3 In the original construction of all High Gothic churches after 1200, THE TECHNOLOGY OF HIGH GOTHIC VAULTS 581 however, there was a shift to rectangular-planned, quadripartite vaults, sprung from a point above the base of the clerestory.4 A causal relationship between the development of the raised High Gothic clerestory supported by flying buttresses and the shift in vault configuration can thus be accepted prima facie, yet the literature on Gothic architecture is rather vague on this point. Those explanations that have been advanced generally fall into two categories: stylistic and constructional. Not surprisingly, stylistic explanations predominate in the art-historical literature. Implicit in all of these is the understanding that the use of sexpartite vaults arose from the introduction of alternating nave piers. Since the number of vault ribs that spring from the piers is alternately one and three for sexpartite vaulting, this system is claimed to be a more logical visual complement to alternating piers. By the same reasoning, the stylistic theories attribute the adoption of quadripartite vaulting to the introduction of uniform, non-alternating piers. Such explanations have their origin in late nineteenthcentury architectural commentary. In response to a functional theory advanced by Viollet-le-Duc which attempted to rationalize the discrepancy between the uniform nave piers and sexpartite vaults of Notre-Dame,s5 Charles Moore countered that such rationalization "is hardly a sufficient justification of the whole design as it exists; for this mode of reinforcement does not satisfy the eye, however adequately it may provide for strictly mechanical exigencies of the scheme."6 Moore's belief in stylistic convention was strong. He suggested that cathedrals in which quadripartite vaults were coupled with alternating piers - or sexpartite vaults coupled with uniform piers - were so peculiar that they probably represented a change from the design of the original master: "The incongruity thus presented, in the naves of Paris and Noyon respectively, between the forms of the vaults and the forms and adjustments of their supports, constitutes a serious defect in each of these otherwise no- ble structures, as they have come down to us ... a defect which so contradicts the logic of the Gothic system as to leave little doubt that it was in each case the result of a change from the original project."'7 Reasoning similar to Moore's has also been invoked more recently by historians to explain the origin of the sexpartite vault and its subsequent rejection in favor of the quadripartite system. Focillon, Frankl, Jantzen, Pevsner, Seymour, Stoddard, and von Simson are among those who have attributed the form of the high vaults to the configuration of the nave piers.8 If one accepts that alternating piers are visually more compatible with sexpartite vaults, and uniform piers with quadripartite vaults, it is problematic to use this observation to explain the adoption of raised quadripartite vaults in all the High Gothic cathedrals. First, it would be difficult to show that such stylistic unity actually was a major concern for the medieval builder. Noyon, Paris, Laon, and Chartres are all, in one way or another, exceptions to this schema.9 The number and importance of the buildings comprising the exceptions make the foundations of the hypothesis questionable. Of even greater moment, such an explanation fails to explain why any variation in the pier-vault system occurred at all. Even granting that uniform piers required matching to quadripartite vaulting, this hypothesis still fails to explain the suddenness of the change that took place at the turn of the century. Nor do the constructional theories provide an adequate explanation. These are based on the premise that quadripartite vaults were easier to construct than sexpartite vaults; and since erecting the centering for the vaulting was one of the most complex, expensive, and dangerous operations of tall church construction, any vaulting system requiring less complicated centering would have been favored by the medieval builders. For example, Viollet-le-Duc maintained that the primary reason that the sexpartite plan was abandoned was because the square sexpartite bay required a diagonal rib 4 After the collapse of the original quadripartite vaulting of the choir of Beauvais Cathedral in 1284, additional piers were erected which supported a new sexpartite vaulting system. The new six-part vaults, however, were built on the same rectangular plan as the original four-part vaults and therefore are not conventional. Seymour, Notre Dame of Noyon in the Twelfth Century, New Haven, 1939, 69-71, 134-35; Stoddard, 130, 140, 181; O. von Simson, The Gothic Cathedral: Origins of Gothic Architecture and the Medieval Concept of Order, New York, 1962, 205-06. was puzzled by the seeming incongruity of the uniform piers and sexpartite vaults in the cathedral of Paris. He suggested that it was essential that the arcade piers that supported a transverse rib and two diagonal ribs receive additional support in some way. Conveniently, the piers in the aisle that are adjacent to these "strong" arcade piers are encircled by twelve cylindrical shafts. Viollet-le-Duc contended that these shafts give the necessary support to the aisle pier, because it in turn provides support, at least indirectly, to the adjacent arcade pier. See Viollet-le-Duc, 219-221. 5 Viollet-le-Duc 6 Moore, 113. 7 Ibid., 112-13. H. Focillon, The Art of the West in the Middle Ages, 1963, II, 35; P. Frankl, Gothic Architecture, trans. D. Pevsner, Baltimore, 1962, 18, 19, 80, 118; H. Jantzen, High Gothic: The Classic Cathedrals of Chartres, Reims and Amiens, trans. J. Palmes, London, 1962, 13; N. Pevsner, An Outline of European Architecture, New York, repr., 1978, 100-09; C. 8 SNoyon Cathedral is probably the most outstanding exception. At Noyon, quadripartite vaults are coupled with alternating piers. Although the main vessel of the cathedral seems to have been designed for sexpartite vaults, it is probable that the present quadripartite vaults are original. See: Seymour (as in n. 8), 69-71, 134-35, Marcel Deyres, "Les vofites de la cathbdrale de Noyon," Bulletin monumental, cxxxIin, 1975, 275-284; W. Clark, "The Nave Vaults of Noyon Cathedral," Journal of the Society of Architectural Historians, xxxvI, 1977, 30-33; A. Prache, "Apropos des voites de la nef de la cathbdrale de Noyon," Bulletin monumental, cxxxvi, 1978, 73-77. See also: W. Clark, "The Nave of Saint-Pierre at Lisieux: Romanesque Structure in a Gothic Guise," Gesta, xvi, 1977, 2938 and W. Clark, "Spatial Innovations in the Chevet of Saint-Germaindes-Pres," Journal of the Society of Architectural Historians, xxxviiI, 1979, 348-365. At Paris, sexpartite vaults are coupled with uniform nave piers, while at Laon, sexpartite vaults are coupled with uniform piers in the western bays of the nave. At Chartres quadripartite vaults are coupled with alternating piers. Also, many early Gothic churches used both types of vaults within the same building. 582 THE ART BULLETIN DECEMBER 1982 VOLUME LXIV NUMBER 4 4 Computer-drawnperspectiveprojectionof quadripartite vaulting. that was much longer than the transverse rib. This raised constructional problems because the arches of the transverse ribs had to be very acute or stilted in order to attain the same heights as the keystones of the diagonal ribs. Viollet-le-Duc observed that, "in about 1230 [sic] they gave up this kind of vault upon a square plan, and established the diagonal arches of the naves upon an oblong plan, or, in other words, each compartment had its complete quadripartite vault. We can thus make the keys of the diagonal, transverse, and wall arches reach the same level or nearly so."'o10He then pointed out that "the complex, convex shape of sexpartite vaults made it difficult for the medieval builders to form the centering.""1 The simple shape of the quadripartite vaulting, in Viollet-leDuc's view, demanded less complex centering than did the sexpartite case. John Fitchen and others have expressed similar opinions.12 In contrast, some historians have concluded that centering was more difficult to erect for quadripartite vaulting than for sexpartite, but that quadripartite vaults had other overriding advantages that account for their adoption. For example, Arthur Kingsley Porter suggested that: "The sexpartite form in France was probably abandoned because the great length of the diagonals raised the crown of the vaults to such a height that it became necessary to raise correspondingly the walls so that the roof should clear the vaults. This raising of the walls wasted materials, and moreover increased the weight that must be carried by the piers; so the builders concluded that it was better to return to the uniform system of quadripartite vaulting even at the expense of erecting two more centering arches for their vaults."13 More recently, Fitchen suggested that the High Gothic builders adopted quadripartite vaults because they were lighter than sexpartite vaults.14Lighter vaulting also implies less thrust on the walls and buttressing and therefore lighter construction throughout. Lighter vaulting also offers constructional savings because it needs less rigid centering for erection, and of course requires a smaller amount of finished stone. Computer-model studies of ribbed vaulting, carried out at Princeton, were originally undertaken to determine the structural role of the rib (Fig. 4).1s In the course of these studies it was also found that the weight of a sexpartite vault was significantly less than the weight of quadripartite vaults covering the same area. Indeed, it became evident that the lighter weight of the sexpartite configuration can be attributed largely to the fact that it carries fewer ribs than its quadripartite equivalent. In any event, the finding that the thirteenth-century builders, who generally favored light construction, would choose to construct heavier vaults over increasingly slender piers and walls in the tallest churches did nothing to clarify the enigma surrounding the abrupt change in vaulting form. Analysis: Construction Forces The new theory offered here, which explains the need to employ quadripartite vaulting in conjunction with the developed High Gothic tall clerestory, is based on a previously unconsidered constraint that arose during the high vault construction. Although the computer modeling of the vaulting supplied essential quantitative data to support the new theory, the basic premise was derived from a simple geometric interpretation of the nature of the forces providing support to both types of vaulting at their springing. Further confirmation of the existence of these forces and of the sensitivity of the builders to them is found in the manner in which the vaults were supported by the clerestory walls of extant Gothic buildings. The salient structural feature of Gothic vaulting concerns the "focusing" of the distributed forces within the vaults at the points of vault support on the clerestory wall. There are three components of this focused force at the springing in each bay: a downward, vertical component equal to a fraction of the total weight of the vaulting and its ribbing (for example, one-fourth of the total vault weight of one bay of quadripartite vaulting) - supported by the clerestory and triforium walls which are in turn carried by the piers of the nave arcade; an outward, horizontal component (referred to here as outward ''thrust") tending to overturn the clerestory wall, but resisted in the mature Gothic church by flying buttresses; and a longitudinal, horizontal thrust component pushing into the adjacent bay along the axis of the church. This last thrust is ordinarily stabilized by the adjacent bay of vault75. This argument was also offered by H. Sedlmayr, Die o10Viollet-le-Duc, 123. 14 Fitchen, 11Ibid., 124. Entstehungder kathedrale,Zurich,1950, 260. 12 Fitchen, s15K. D. Alexander, R. Mark, and J. F. Abel, "The Structural Behavior of 181. 13A. K. Porter, The Construction of Lombard and Gothic Vaults, New Haven, 1911, 29. MedievalVaulting,"Journalof the Societyof ArchitecturalHistorians, xxxvI, 1977, 241-251. These studies are summarized in Mark, 102ff. THE TECHNOLOGY ing whose longitudinal thrust acts in the opposite direction to that of its neighbor - in effect, the two bays of vaulting "lean" against each other so that the clerestory wall does not need to provide any additional support. From this brief description of the vault supporting mechanisms, it is evident that the skeletal form of the developed Gothic church can readily support any reasonable form of vaulting, sexpartite or quadripartite. A different condition is present, however, during the construction of the vaults which one may assume was carried out, one bay at a time, on movable centering.'6 Since the erection of the vaulting was necessarily preceded by the erection of the piers, walls, and flying buttresses, the vertical weight and the outward, horizontal thrusts of the vault bay after the centering is removed were resisted by the same structural elements as in the finished church. The longitudinal thrust, though, must at this stage of construction have been supported by the clerestory wall since there was not yet in place an adjacent vaulting bay to provide stabilization. And as the springing of the vaults was carried further upward from the base of the clerestory in later buildings, coping with this thrust became a more critical problem during construction. A qualitative estimate of the relative magnitudes of the troublesome longitudinal thrust can be determined from comparing the plans of equivalent sexpartite and quadripartite vaults (Fig. 5). If it is assumed that the focused forces at the edges of the bays are directed along groins and that the outward thrusts are approximately the same from both types of vaulting, the longitudinal thrust of the sexpartite vault as illustrated in the vector construction in Figure 5 is considerably larger than that of the quadripartite vault. In effect, the size of this vector is related to the angle between the diagonal and transverse ribs - and the angle of the diagonal within the sexpartite, square plan is almost twice as great as that between the diagonal and the transverse rib of the quadripartite, rectangular plan. Indeed, even without the modern concept of vector force components, the observation of the orientations of the groins in both types of vaulting could well have provided the key to the Gothic builders to set out in a new direction. The computer models allow us now to put these assumptions aside and to quantify our observations. The model of the Bourges sexpartite vaulting indicated a longitudinal thrust of 42,000 pounds (more than the weight of a twenty-ton truck!); for the slightly larger bays of Cologne Cathedral's quadripartite vaulting, the longitudinal thrust was found to be 20,000 pounds, a 16 Fitchen, 171ff. Fitchen describes centering in detail, but he does not address the issue of longitudinal thrust and he does not show the additional longitudinal bracing that would have been required to support each vault bay as the centering was advanced. 17 Mark, 117. Note that the outward-acting thrust components are given at an edge of one bay only; in the completed building the edge thrusts of two adjacent bays act on the wall, doubling the total lateral thrust into the buttressing. OF HIGH GOTHIC VAULTS 583 thrust longitudinal outwQUAORIPARTITE QUADRIPARTITE SEXPARTITE SEXPARTITE 5 Comparativeplans of quadripartiteand sexpartitevaulting showing longitudinaland outwardthrust components fifty-two percent force reduction compared with sexpartite vaulting. The magnitude of these thrusts might be better appreciated when they are compared with the calculated, outward-acting thrusts of the vaults: 31,000 pounds for Bourges, and 35,000 pounds for Cologne and also compared with the elaborate buttressing systems used to contain the outward thrusts.'7 The constructional problems presented by the intensity of these longitudinal thrusts does not appear to have been crucial in the early Gothic churches as the vault springing could be anchored in the typically massive wall below the clerestory. The countering of this force only became an acute problem with the demand for greater clerestory height and the accompanying fenestration which brought an end to the practice of having the vault spring from a solid wall. In effect, the crux of our argument is that the Gothic builders were pressed to select a vaulting system with considerably less longitudinal thrust.'" The new constructional theory also explains the apparent paradox concerning the use of a heavier vault system in High Gothic construction. The somewhat greater outward thrust of the quadripartite vaulting would cause no special difficulty as it could be easily accommodated by the system of flying buttresses erected on the exterior of the church prior to the vaulting. On the other hand, countering the longitudinal force of sexpartite vaulting during construction would have presented considerable problems. Thin clerestory walls could have displayed cracking, even if braced with temporary timber falsework, and this might well have convinced the Gothic builders that the walls were unable to resist forces of such magnitude.'9 As with the flying buttresses, quadripartite vaulting was probably adopted in High Gothic churches for structural reasons: the flying buttresses provided sup- 18 This change in configuration also helps to explain the adoption of the tas-de-charge in High Gothic vault construction. See Fitchen, 136ff. 19 In particular, tensile cracking of the newly set, weak lime mortar between the ashlar would have been observed by the builders. Successive modifications made to the structure to prevent such cracking could therefore have been an important source of medieval structural innovation. See Mark, 30ff. 584 THE ART BULLETIN DECEMBER 1982 VOLUME LXIV NUMBER 4 port for the outward thrusts of the high vaults while the quadripartite vaulting reduced longitudinal thrusts to a manageable degree during construction. Corroborative Evidence Support for the new theory is evident in the manner in which sexpartite vaults were deployed. In every major Gothic church possessing square-planned, sexpartite vaulting, the vaults spring from a solid section of wall below the clerestory. Representative examples might include the cathedrals of Sens (begun ca. 1140), Laon (ca. 1160), Paris (ca. 1160), and Bourges (1195). All display what may, in light of the new theory, be interpreted as a disadvantage of sexpartite vaulting. Vaults springing from below the clerestory partially obscure light from the windows and serve to limit the height of the clerestory wall. Sens Cathedral, often cited as the earliest entirely Gothic cathedral, is sexpartite vaulted in both the choir and nave. Sections of the vaulting closest to the nave wall were heightened in 1230 to allow larger windows and hence more light to enter the church. At the same time the clerestory windows in the choir were heightened and enlarged and later, after 1310, the windows in the nave were also enlarged.20 Yet, even after these restorations, the sexpartite vaults spring from a solid section of wall below the base of the clerestory (Fig. 6) and it is evident that the vaults occlude the view of the clerestory windows from vantage points within the church. Sens is large in comparison to most of the other early Gothic churches (eightyone feet high, almost fifty feet wide); nevertheless its squat proportions, heavy walls, and conservatively fenestrated clerestory give the interior a dark, massive aspect reminiscent of earlier Romanesque buildings.21 Laon Cathedral, like Sens, has square sexpartite bays in the nave and choir, but the interior of Laon is lighter and more vertical (seventy-nine feet high, thirty-five feet wide). The increase in light is owed to the slightly larger clerestory windows and to the additional light which enters the church through the gallery windows and the crossing tower.22 As at Sens, the sexpartite vaults spring from a solid section of wall below the window opening (Fig. 7). The vaults at Laon are narrower and more steeply shaped than the vaults at Sens, yet the vault ribs still obscure light from the clerestory. At Notre Dame, Paris, which is substantially higher (at 108 feet) and more skeletal in structure than Sens or Laon, the sexpartite vaults were originally anchored in a section of solid wall above the oculi and below the clerestory windows (Fig. 8). During the third decade of the thirteenth century, a more advanced system of flying buttresses was Stoddard, 113. The dimensions of the nave of Sens were taken from Stoddard. 22Ibid., 130. erected and the clerestory windows were enlarged so that they extended below the springing of the vaults.23 This modification of the vault placement would not have presented a constructional problem of the type that we have discussed since the longitudinal thrust from each vault bay was already stabilized in the original construction by the thrust of adjacent bays. The cathedral of Bourges offers the most convincing evidence for the new theory. Bourges was the largest (the height from the nave floor to the keystone of the high vaults is 120 feet) and last of the great Gothic churches with sexpartite vaulting. As with the other sexpartite vaulted churches, the vault ribs spring from the base of the clerestory; but at Bourges, the problem of longitudinal thrust is further evidenced by the presence of metal, longitudinal reinforcement. Heavy iron chains, some four feet in length, are placed in the upper triforium just below the clerestory in the choir (Fig. 9). Robert Branner observed this reinforcement, but he did not offer an explanation for its presence in the wall.24Since it provides no additional bracing to the masonry in the vertical or lateral directions, the only reasonable explanation for its placement is that it was intended to help contain the longitudinal thrust of the vaults during construction. Branner also noted that the nave of Bourges, constructed in a later thirteenth-century campaign, had considerably thicker walls without the metal reinforcement, apparently compensating for its absence.25 The fact that quadripartite vaulting exhibits less than half the longitudinal thrust of sexpartite vaulting must have been understood by the master who raised the vaults at Chartres. Its rectangular quadripartite vaults, springing from a point above the base of the clerestory, allowed a dramatic increase in the height of the clerestory as well as in the potential for light to illuminate the interior of the cathedral. The entire clerestory at Chartres is over fortyfive feet high - about the same height as the nave arcade - and the lancet clerestory windows reached an unprecedented height of more than twenty-two feet. The vaults spring from about fourteen feet above the base of the clerestory (Figure 1), a remarkable departure from earlier designs.26 Our observation that it was impractical to have sexpartite vaulting spring from a point above the base of the clerestory also sheds new light on the long-discussed comparison of the designs of Chartres and Bourges. The construction of the two cathedrals began almost simultaneously and, to some modern commentators at least, it appeared that the imposing size and beauty of Bourges, as well as the relative economy of its construc- 20 25 Ibid., 129. 21 26 As 23 Ibid., 138. 24 Branner, 82-83. a comparison, the clerestory windows at Bourges are only about fifteen feet high and the height of the clerestory is about thirty-three feet. The dimensions of the clerestories of Bourges and Chartres and those of Reims, Amiens, and Beauvais were calculated by measuring drawings reproduced in A. de Baudot, Les cathhdrales de France, Paris, 1905. THE TECHNOLOGY OF HIGH GOTHIC VAULTS 585 6 Sens Cathedral, detail of upper choir wall (photo: J. Austin) 7 Laon Cathedral, choir wall (photo: J. Austin) 8 Notre-Dame, Paris, reconstruction of the transept wall (photo: W. Clark) 9 Bourges Cathedral, sketch of iron reinforcement below a clerestory window in the choir (from Branner, La cathkdrale de Bourges) 586 THE ART BULLETIN DECEMBER 1982 VOLUME LXIV NUMBER 4 10 Reims Cathedral,choir wall. (photo: J. Austin) tion, could have prevailed over Chartres.27 It seemed possible that Bourges rather than Chartres might have become the model for the great High Gothic churches that followed. The main reason for the ascendancy of Chartres, according to Branner, is that it was imitable: its design could be reordered to suit almost any site, whereas the Bourges scheme could only be adopted whole.28 Now, a corollary may be appended: the supremacy of the Chartres model was assured also because the sexpartite vaults of Bourges would not allow the clerestory to be enlarged on the other hand, the flexibility of the Chartres design, particularly of its quadripartite vaulting, could well satisfy the Gothic requirements for additional height and light. The masters of the cathedrals of Reims (begun 1210), Amiens (1220), and Beauvais (1225) took advantage of the quadripartite design to raise the vaulting to progressively greater limits.29 At Reims (Fig. 10) the height of the clerestory windows is more than thirty feet and the vaults spring from a point about twelve feet above the base of the clerestory. With the further reduction of the walls, the clerestory windows at Reims are appreciably larger in area than the windows at Chartres. The dissolution of the clerestory wall continued at Amiens where the clerestory attains the remarkable height of some fifty feet. The vault springing is more than nineteen feet above the base of the 27R. Mark,"The StructuralAnalysisof GothicCathedrals:Bourgesvs. Chartres," Scientific American, 28 Branner, 168-170. ccxxvxI, 93. 11 Amiens Cathedral,east wall of the north transept(photo:J. Austin) clerestory, seven feet higher than at Reims. The original quadripartite vaults of the choir of Beauvais Cathedral probably sprang from the same point as the present sexpartite vaults, about twenty-eight feet above the base of the clerestory (more than the height of an entire clerestory window of Chartres), and the clerestory at Beauvais reaches almost sixty feet in height. With the introduction of the glazed triforium and the integration of the clerestoryand triforium in the eastern walls of the transept and choir of Amiens (Fig. 11) and in the choir of Beauvais, the attenuation and fenestration of the upper wall were extended further downward, to the base of the triforium. The high vaults of these two giants, in effect, sprang from even more remarkable heights above a solid base. Furthermore, since this modification of the High Gothic wall elevation is generally taken as being prophetic of later development in Rayonnant and Flamboyant architecture,30 the structural innovations that led to the glazed triforium, flying buttresses, and the use of quadripartite 29 Stoddard, 197, 211, 235. 3o Ibid., 218, 239, 279. vaulting can also be seen as constituent elements leading to new architectural styles. The problem of longitudinal thrust and the quest for greater window size leading to increased light, already a concern in the twelfth century, must have hastened the obsolescence of the sexpartite system. The shift to raised quadripartite vaulting then was an essential technical development in the evolution of High Gothic design. Its adoption allowed the structure of the mature churches to become more truly skeletal. And although the change had important stylistic implications, it also provides additional evidence of the Gothic designer's understanding of the disposition of structural forces during the construction of the giant buildings - a subject that has only begun to receive the attention that it deserves in the study of Gothic architecture. Princeton University Princeton, NJ 08540 Bibliography Branner, R., La cathidrale de Bourges et sa place dans l'architecture gothique, Paris, 1962. Fitchen, J., The Construction of Gothic Cathedrals: A Study of Medieval Vault Erection, Oxford, 1961. Mark, R., Experiments in Gothic Structure, Cambridge, Mass., 1982. Moore, C., Development and Character of Gothic Architecture, London, 1899. Stoddard, W., Art and Architecture in Medieval France, New York, 1972. Viollet-le-Duc, E., Rational Building, trans. G. Huss, New York, 1895. SomeManuscriptSourcesfor the Playing-CardMaster'sNumberCards MarthaWolff The very few surviving engravings from the first half of the fifteenth century make it clear that the Master of the Playing Cards was the most accomplished and influential engraver during this early period. His playing cards in particular are one of the earliest instances of the widespread use of engravings as patterns for artists working in other media. Motifs from these engravings, especially the flowers, animals, birds, and wild men used as suit symbols on the number cards, crop up in the remainder of the fifteenth century in a wide range of media. As the new medium of engraving seems to have functioned here as an important source for artists who needed decorative designs, the nature of the Playing-Card Master's own sources and his adaptation of them are of particular interest. So far, attention has been focused on the presumed copies of the Playing-Card Master's motifs.1 Recently Anne van Buren and Sheila Edmunds showed that the Playing-Card Master's suit-point motifs appeared in several centers of manuscript illumination shortly after 1440. They argued persuasively that the context of these designs within the individual manuscripts and their wide geographic distribution were evidence that the engravings were the models for the illuminators.2 Building upon their work, I would like to indicate some of the sources, in earlier illuminated manuscripts, for the Playing-Card Master's number cards, and to suggest that the engraver's own dependence on earlier manuscript models provides important new evidence of the role of the engraving medium as an intermediary. It can be demonstrated that The following paper is a revision of a chapter from my dissertation, "The Master of the Playing Cards: An Early Engraver and His Relationship to Traditional Media," Yale University, 1979. Part of it was presented at the "Pen to Press" symposium at Johns Hopkins University in 1979. I am especially grateful to Egbert Haverkamp-Begemann for his guidance. I would also like to thank Alan Shestack, James Marrow, Sandra Hindman, and John Hand for their comments and support. 1 The surviving impressions of the playing cards are fully catalogued and illustrated by Geisberg; see also Lehrs, I, 1908, 97ff., Nos. 42-106. Anne van Buren and Sheila Edmunds made an important contribution to our knowledge of the editions of the series, van Buren and Edmunds, 12-30. point motifs and rarer copies after the figure cards. Interest in the appearance of suit-point motifs in manuscripts increased with the discovery of the many correspondences between the cards and the border decoration in the Giant Bible in the Library of Congress, written in 1452/53; see Miner, passim. and H. Lehmann-Haupt, "Gutenberg und der Meister der Spielkarten," Gutenberg-Jahrbuch, Mainz, 1962, 360379, and Gutenberg and the Master of the Playing Cards, New Haven, 1966. The frequent appearance of playing-card motifs in Mainz books, both manuscripts and Gutenberg Bibles, led Lehmann-Haupt to the highly speculative hypothesis that the copper plates were engraved under Gutenberg's supervision as part of his effort to reproduce manuscript text and illumination by mechanical means. 2 Lehrs, I, 1908, 142ff., gives an extensive list of copies after the suit-
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