Evaluation of local and global ductility relationships for seismic assessment of regular masonry-infilled reinforced concrete frames using a coefficient-based method

被引：0

作者：

Su, R.K.L. ^{[1
]}

Tang, T.O. ^{[1
]}

Lee, C.L. ^{[1
]}

机构：

[1] Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, Hong Kong

来源：

Earthquake and Structures | 2013年 / 5卷 / 01期

关键词：

Nonlinear analysis;

D O I：

10.12989/eas.2013.5.1.001

中图分类号：

学科分类号：

摘要：

引用

页码：1 / 22

共 36 条

[21] Experimental and analytical evaluation of a low-cost seismic retrofitting method for masonry-infilled non-ductile RC frames
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[22] Seismic Performance Evaluation of Masonry Infilled Reinforced Concrete Buildings Utilizing Verified Masonry Properties in Applied Element Method
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[23] Seismic performance evaluation of Masonry Infilled Reinforced Concrete buildings utilizing verified masonry properties in applied element method
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[29] Correction: Experimental research on seismic performance of masonry-infilled RC frames retrofitted by using fabric-reinforced cementitious matrix under in-plane cyclic loading
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[30] Fragility analysis of low-rise masonry in-filled reinforced concrete buildings by a coefficient-based spectral acceleration method
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EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (04): : 697 - 713

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