Expected Performance Functions for Life-Cycle Analysis of Masonry-Infilled Reinforced Concrete Frames

被引：1
|
作者：
Perez-Martinez, Roberto [1 ]
Esteva, Luis [2 ]
机构：
[1] Autonomous Univ Hidalgo, Hidalgo, Mexico
[2] Univ Nacl Autonoma Mexico, Inst Engn, Mexico City 04510, DF, Mexico
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2012年 / 16卷 / 02期
关键词：
Confined Masonry Walls; Life-Cycle Optimization; Seismic Design Criteria; Seismic Performance; Seismic Risk; Structural Reliability; OPTIMIZATION;
D O I：
10.1080/13632469.2011.597489
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A study is presented about the influence of infill masonry panels on the life-cycle expected performance functions of multi-story reinforced concrete frames exposed to severe seismic hazard conditions. Quantitative information is presented about present values of expected performance functions of a group of five-story systems located at a firm ground site. The group includes a bare frame system, designed in accordance with the applicable seismic design regulations, and a number of systems obtained by inserting several reinforced or unreinforced masonry wall panels, introduced with the aim of improving the expected seismic performance of the original system.
引用
收藏
页码：231 / 251
页数：21
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