Effects of shear rate on cyclic behavior of dry stack masonry joint

Author:

Lin Kun,Liu Hongjun,Wei Chunli,Huang Qin

Funder

National Natural Science Foundation of China

Natural Scientific Research Innovation Foundation in Harbin Institute of Technology

Shenzhen Technology Innovation Program-Technology Development Projects

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China;Zhao;Eng. Struct.,2009

2. Field investigation on the performance of building structures during the April 25, Gorkha earthquake in Nepal;Sharma;Eng. Struct.,2015

3. Modeling of dry-stacked masonry panel confined by reinforced concrete frame;Lin;Arch. Civil Mech. Eng.,2014

4. Quasi-static experimental research on dry-stack masonry infill panel frame;Lin;J. Build. Struct.,2012

5. Experimental characteristics of dry stack masonry under compression and shear loading;Lin;Materials,2015

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