Evaluation of design method used for a novel type of precast shear wall by experiment and nonlinear time history analysis

Author:

Cao Zhi-WeiORCID,Fang Hai-Bo,Ma Xin-Xu,Zhang Shi-Qian,Liu Xiong

Funder

Key Technology Research and Development Program of Shandong Province

Publisher

Elsevier BV

Reference32 articles.

1. Seismic collapse risk of precast industrial buildings with strong connections;Kramar;J. Build. Struct.,2013

2. Comparison of solid and perforated hybrid precast concrete shear walls for seismic regions;Smith;J. Struct. Eng.,2014

3. Seismic design of hybrid coupled wall systems: state of the art;Kent;J. Struct. Eng.,2010

4. Requirements for the use of PRESSS moment-resisting frame systems;Hawkins;PCI J.,2004

5. Social and environmental benefits of precast concrete technology;Yee;PCI J.,2001

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