Experimental and Numerical Study on the Seismic Performance of Self-Centering Isolated Piers

Author:

Fang Rong1ORCID,Zhang Wenxue2,Zhang Guowei3,Jiao Chiyu4

Affiliation:

1. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, No. 1 Exhibition Hall Rd., Xicheng District, Beijing 100044, China (corresponding author). ORCID: .

2. Professor, Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Beijing University of Technology, No. 100 Pingleyuan, Chaoyang District, Beijing 100124, China.

3. Professor, Multi-Functional Shaking Tables Laboratory, Beijing University of Civil Engineering and Architecture, No. 15 Yongyuan Rd., Huangcun Town, Daxing District, Beijing 102616, China.

4. Professor, Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions, Beijing University of Civil Engineering and Architecture, No. 1 Exhibition Hall Rd., Xicheng District, Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference34 articles.

1. ACI (American Concrete Institute). 2013. Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads. ACI 374.2R-13. Farmington Hills, MI: ACI.

2. Deformation and cyclic buckling capacity of external replaceable hysteretic dampers for unbonded post-tensioned precast concrete walls

3. Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section

4. Experimental study on friction coefficient of concrete with matching pouring surface;Chen F.;China Harbour Eng.,2014

5. Performance-Based Assessment of Bridges with Novel SMA-Washer-Based Self-Centering Rocking Piers

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