Light, Wind, and Structure: The Mystery of the Master BuildersThe Sydney Opera House, with its vast cost overruns and its years of delay, is a glaring example of misbegotten notions of structural honesty. MIT's Kresge Auditorium was conceived for visual effect without regard for technological flaws that arose from the misapplied criteria of form-follows function and forced its closing for more than a year. And in the building of Boston's John Hancock Tower, structural imperatives, were literally thrown to the winds. These are just a few of the eases in which the role of technology in the design of a large scale building has been either neglected or confused. In this book Robert Mark shows how an understanding of the technology of historical architecture can illuminate, even help eliminate, such costly misconceptions. Mark focuses on three eras - ancient Rome, the era of structural experimentation in High Gothic architecture, and the time of the great Renaissance domes - that have had lasting impacts on architectural planning. He makes full use of sophisticated computer modeling to gain new insights into early design methods insights that allow him to reinterpret technological precedents that are often misunderstood in contemporary architecture. Mark's provocative findings provide a stronger technological focus for architectural history and a basis for more rational criticism of contemporary design. Robert Mark Professor of Architecture and Civil Engineering at Princeton University, is the author of "Experiments in Gothic Structure. "Much of the work covered in "Light, Wind, and Structure "served as the basis for the Nova/WGBH television program "The Mystery of the Master Builders." The book is included in the Sloan New Liberal Arts Series. |
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Page 123
... Amiens Cathedral , leads to the opposite conclusion . The Cathedral of Amiens , begun in 1220 , is generally considered the summa of the French High Gothic . Robert de Luzarches set the course of the overall design , and under his ...
... Amiens Cathedral , leads to the opposite conclusion . The Cathedral of Amiens , begun in 1220 , is generally considered the summa of the French High Gothic . Robert de Luzarches set the course of the overall design , and under his ...
Page 126
The Mystery of the Master Builders Robert Mark. 4.24 4.25 Amiens Cathedral : pinnacles atop nave buttresses . 기 long time in periodic cycles during the warmer ,. Amiens Cathedral : illuminated triforium passage of north transept . Beauvais ...
The Mystery of the Master Builders Robert Mark. 4.24 4.25 Amiens Cathedral : pinnacles atop nave buttresses . 기 long time in periodic cycles during the warmer ,. Amiens Cathedral : illuminated triforium passage of north transept . Beauvais ...
Page 186
... Amiens Cathedral that was excavated in the nineteenth century and de- scribed by Eugéne - Emmanuel Viollet - le - Duc in the Dictionaire raisonné de l'architecture française du XI ' au XVI siècle , ( Librairies - Imprimeries Réunies ...
... Amiens Cathedral that was excavated in the nineteenth century and de- scribed by Eugéne - Emmanuel Viollet - le - Duc in the Dictionaire raisonné de l'architecture française du XI ' au XVI siècle , ( Librairies - Imprimeries Réunies ...
Contents
The Technology of Light Wind and Structure | 19 |
Reinterpreting Ancient Roman Structure | 49 |
Structural Experimentation in High Gothic Architecture | 91 |
Copyright | |
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Light, Wind, and Structure: The Mystery of the Master Builders Robert Mark No preview available - 1994 |
Common terms and phrases
aisle Amiens Amiens Cathedral analysis arch architect barrel vault base Beauvais bending Bourges Branner brick builders building building's century chapter Chartres choir Christopher Wren clerestory clerestory wall compression concrete configuration construction cracking dead-weight loading deformation dimensional analysis dome of St early effect engineering flying buttresses forces Gothic Architecture Gothic cathedral Gothic churches Gothic Structure Hagia Sophia Hence High Gothic high vaults hoop hoop stress horizontal illustrated in figure indicated interior John Hancock Center kg/cm² Le Corbusier light masonry massive materials medieval meridional meters modern Notre-Dame de Paris observed outward thrusts Pantheon Paul's Cathedral Peter's pinnacle pozzolana problems prototype quadripartite vaulting reconstruction Reims Roman rotunda scale sexpartite vaulting shear Sheldonian span stability stepped rings stone struc surface tensile strength tensile stresses tension timber tion Tower truss tural ture University Press upper flyers upright buttress vertical Viollet-le-Duc weight wind loadings Wren's design