Experimental study and associated mechanism analysis of horizontal bolted connections involved in a precast concrete shear wall system

Author:

Sun Jian1ORCID,Qiu Hongxing1,Jiang Hongbo1

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education; Southeast University; Nanjing China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Fundamental Research Funds for the Central Universities

Publisher

Wiley

Subject

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

Reference23 articles.

1. Performance of buildings with shear walls in earthquakes of the last thirty years;Fintel;PCI J.,1995

2. Seismic behavior of tall buildings using steel-concrete composite columns and shear walls;Ren;Struct Des Tall Spec,2018

3. Seismic behavior and design of unbonded posttensioned precast concrete walls;Kurama;PCI J.,1999

4. Defining concrete compressive strain in unbonded post-tensioned walls;Henry;ACI Struct J.,2012

5. Experimental lateral load response of unbonded post-tensioned precast concrete walls;Perez;ACI Struct J,2013

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