Importance of Masonry Infill Walls for Framed Buildings

被引：0
|
作者：
Constantinescu, Sorina [1 ]
机构：
[1] Tech Univ Construct Bucharest, Dept Civil Engn, Bucharest, Romania
来源：
2017 8TH INTERNATIONAL CONFERENCE ON ENERGY AND ENVIRONMENT (CIEM) | 2017年
关键词：
frames ductility; stiff partitioning; nonlinear behavior; masonry stresses;
D O I：
暂无
中图分类号：
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号：
0807 ; 0820 ;
摘要：
The paper presents a study about the effect of masonry infill walls on the behavior of framed buildings, in seismic areas. The study was done for a building that will be built in Bucharest, Romania. In this case, the building will have 6 stories. The bays are narrow, because of the architecture requirements. The structure is composed of concrete frames. The masonry infill walls may assure an enhanced rigidity of the structure. Framed structures in seismic areas tend to have important lateral displacements and great bending moments at the ground floor in columns. It is important to establish the influence those walls have on the structure's behavior.
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页码：465 / 469
页数：5
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