Computer aided non-linear simulation of brick masonry reinforced concrete infill frame under in-plane lateral load

被引：0
|
作者：
Pradhan, P.L. [1 ]
Murty, C.V.R. [2 ]
Hoiseth, K.V. [3 ]
Aryal, M.P. [4 ]
机构：
[1] Institute of Engineering, Tribhuvan Untversity, Nepal
[2] Department of Structural Engineering, Indian Institute of Technology, Kanpur, India
[3] Department of Design of Concrete Structures, Norwegian University of Science and Technology (NTNU), Norway
[4] Department of Civil Engineering Department, Instltute of Engineering, Tribhuvan University, Nepal
来源：
Indian Concrete Journal | 2008年 / 82卷 / 06期
关键词：
Reinforced concrete - Structural dynamics - Engineering geology - Computer aided analysis - Brick - Computational methods - Nonlinear analysis - Seismic design;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Analytical and experimental studies are carried out on the effect of central window opening with different sizes in one-bay one-storey brick masonry infill frames subjected to in-plane lateral loads. In the analyses, the brick elements are modelled using plane-stress elements, and mortar joints by link elements. The parameters investigated include lateral deflection and lateral stiffness of infill frame. Analytical and experimental results are compared. Overall results showed that wall panel significantly reduces performance of infill frames with the increase in opening size, whereas the infill walls possess remarkably high lateral stiffening capacity in comparison to the bare frames.
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页码：16 / 25
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