Masonry Italian Code-Conforming Buildings. Part 1: Case Studies and Design Methods

被引:19
|
作者
Manzini, Carlo F. [1 ]
Magenes, Guido [1 ,2 ]
Penna, Andrea [1 ,2 ]
da Porto, Francesca [3 ]
Camilletti, Daniela [4 ]
Cattari, Serena [4 ]
Lagomarsino, Sergio [4 ]
机构
[1] EUCENTRE Fdn, Dept Bldg & Infrastruct, Pavia, Italy
[2] Univ Pavia, Dept Civil Engn & Architecture, Pavia, Italy
[3] Univ Padua, Dept Civil Architectural & Environm Engn, Padua, Italy
[4] Univ Genoa, Dept Civil Chem & Environm Engn, Genoa, Italy
关键词
URM Buildings; Seismic Design; Linear Static Analysis; Nonlinear Static Analysis; Simple Buildings; CAPACITY; WALLS; PERFORMANCE; SELECTION; STRENGTH; FAILURE; TESTS; SHEAR;
D O I
10.1080/13632469.2018.1532358
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Several architectural configurations of unreinforced masonry residential buildings are designed according to the different methods proposed in the Italian code: rules for the so-called simple masonry buildings, linear and nonlinear static analyses. Always complying with code requirements, for each building-site combination, the design was made, as much as possible, without an excessive margin of safety. The different design methods provided buildings with very different levels of safety, being linear static analysis largely overconservative with respect to the nonlinear static approach. These buildings were then analyzed in the companion paper.
引用
收藏
页码:54 / 73
页数:20
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