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    Leaning-Structure Statics—Flying Buttresses and Mayan Vault Ceilings

    Source: Journal of Architectural Engineering:;1998:;Volume ( 004 ):;issue: 002
    Author:
    John F. McDermott
    DOI: 10.1061/(ASCE)1076-0431(1998)4:2(75)
    Publisher: American Society of Civil Engineers
    Abstract: Although entirely different in appearance, both cathedral flying buttresses and Mayan inverted-V-shaped vault ceilings are essentially leaning structures. The present study, illustrated by simple static structural analyses, demonstrates how slight but fundamental differences in the empirical developments of the common concept of a masonry leaning structure led to the construction of magnificent cathedrals in the case of flying buttresses, but a very limited architecture in the case of Mayan vault ceilings. The present study quantifies flying-buttress limit analyses, and extends one analysis to Mayan vault ceilings. Calculated quantitative relationships strongly suggest that the Mayan builders learned to position transverse wood struts reinforcing their vault ceilings and to use long ceiling stones primarily in a combined effort to ensure that the postconstruction structural behavior of the finished ceiling did not result in ceiling stones falling out, as well as to facilitate construction procedures. This is in contrast with previous studies that indicated that the practices of wood-strut reinforcing and long ceiling stones were adopted only to facilitate corbelling construction procedures.
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      Leaning-Structure Statics—Flying Buttresses and Mayan Vault Ceilings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/74971
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    contributor authorJohn F. McDermott
    date accessioned2017-05-08T22:14:42Z
    date available2017-05-08T22:14:42Z
    date copyrightJune 1998
    date issued1998
    identifier other39974811.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74971
    description abstractAlthough entirely different in appearance, both cathedral flying buttresses and Mayan inverted-V-shaped vault ceilings are essentially leaning structures. The present study, illustrated by simple static structural analyses, demonstrates how slight but fundamental differences in the empirical developments of the common concept of a masonry leaning structure led to the construction of magnificent cathedrals in the case of flying buttresses, but a very limited architecture in the case of Mayan vault ceilings. The present study quantifies flying-buttress limit analyses, and extends one analysis to Mayan vault ceilings. Calculated quantitative relationships strongly suggest that the Mayan builders learned to position transverse wood struts reinforcing their vault ceilings and to use long ceiling stones primarily in a combined effort to ensure that the postconstruction structural behavior of the finished ceiling did not result in ceiling stones falling out, as well as to facilitate construction procedures. This is in contrast with previous studies that indicated that the practices of wood-strut reinforcing and long ceiling stones were adopted only to facilitate corbelling construction procedures.
    publisherAmerican Society of Civil Engineers
    titleLeaning-Structure Statics—Flying Buttresses and Mayan Vault Ceilings
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)1076-0431(1998)4:2(75)
    treeJournal of Architectural Engineering:;1998:;Volume ( 004 ):;issue: 002
    contenttypeFulltext
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