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Titlebook: Masonry Structures: Between Mechanics and Architecture; Danila Aita,Orietta Pedemonte,Kim Williams Book 2015 Springer International Publis

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发表于 2025-3-21 16:09:49 | 显示全部楼层 |阅读模式
书目名称Masonry Structures: Between Mechanics and Architecture
编辑Danila Aita,Orietta Pedemonte,Kim Williams
视频video
概述Contributions by scholars of international prestige, among which Mario Como, Jacques Heyman, Patricia Radelet-de Grave, Anna Sinopoli, Piero Villaggio.Compares different approaches to the study of mas
图书封面Titlebook: Masonry Structures: Between Mechanics and Architecture;  Danila Aita,Orietta Pedemonte,Kim Williams Book 2015 Springer International Publis
描述The book aims to provide an overview of the state of the art on the mechanics of arches and masonry structures. It is addressed to an international audience, arising from the international context in which the Associazione Edoardo Benvenuto has carried out its activities in recent years, under the honorary presidency of Jacques Heyman. The book belongs to the collection Between Mechanics and Architecture, born in 1995 from the collaboration of several renowned scholars, including Edoardo Benvenuto (P. Radelet-de Grave, E. Benvenuto (eds.), Entre Mécanique et Architecture / Between Mechanics and Architecture, Birkhäuser, Basel 1995).
出版日期Book 2015
关键词equilibrium analysis; masonry arches; masonry constructions; mechanics of arches; membrane reinforced bo
版次1
doihttps://doi.org/10.1007/978-3-319-13003-3
isbn_softcover978-3-319-37242-6
isbn_ebook978-3-319-13003-3
copyrightSpringer International Publishing Switzerland 2015
The information of publication is updating

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发表于 2025-3-21 21:38:42 | 显示全部楼层
Villaggio.Compares different approaches to the study of masThe book aims to provide an overview of the state of the art on the mechanics of arches and masonry structures. It is addressed to an international audience, arising from the international context in which the Associazione Edoardo Benvenuto
发表于 2025-3-22 03:36:14 | 显示全部楼层
Between Mechanics and Architecture: The Quest for the Rules of the Art, the twentieth century by the creation of construction science and industrial material. Ancient architecture is now re-read in terms of mechanics, with the serious risk of betraying the ancient concepts. Instead, these should be examined with the aim of discerning the rules that governed the original construction.
发表于 2025-3-22 07:54:53 | 显示全部楼层
,The Panthéon’s Stability Already Questioned by Pierre Patte in 1770,pointed out problems of its stability in his . This was the beginning of a polemic regarding the structure’s stability that involved some of the greatest scholars and architects of the day, and which was fundamentally a quarrel between tradition and new ideas.
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发表于 2025-3-22 14:39:56 | 显示全部楼层
In Memory of Piero Villaggio,es at the Engineering Faculty of the University of Pisa, a role that he held until his retirement in 2008. He was also Professor of Continuum Mechanics and Fluid Dynamics at the . of Pisa and, in consideration of his long, impassioned experience in rock climbing, a member of the prestigious CAAI (Italian Academic Alpine Club).
发表于 2025-3-22 20:03:43 | 显示全部楼层
发表于 2025-3-22 23:43:46 | 显示全部楼层
and Architecture, born in 1995 from the collaboration of several renowned scholars, including Edoardo Benvenuto (P. Radelet-de Grave, E. Benvenuto (eds.), Entre Mécanique et Architecture / Between Mechanics and Architecture, Birkhäuser, Basel 1995).978-3-319-37242-6978-3-319-13003-3
发表于 2025-3-23 03:54:48 | 显示全部楼层
On the Statics of the Dome of the Basilica of S. Maria Assunta in Carignano, Genoa,ically admissible collapse mechanisms. Comparisons between the obtained results are carried out so as to: (i) discuss a general approach to the assessment of dome-drum systems based on both numerical tools and standard limit analyses approaches; (ii) provide a first glance in the assessment of the dome.
发表于 2025-3-23 07:40:06 | 显示全部楼层
Notes on Limit and Nonlinear Elastic Analyses of Masonry Arches,lure mechanisms of a pointed arch subject to its own weight; the search for explicit solutions to the equilibrium problem of a depressed arch subject to a uniformly distributed load; the study of arches of different shapes subject to their own weight and the weight of a superimposed wall.
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