Study on the influence of base shear distribution on the seismic response of base-isolated split-foundation structures

Author:

Tang Yangyang1,Jiang Baolong1,Li Yingmin12,Ji Shuyan3

Affiliation:

1. School of Civil Engineering, Chongqing University, Chongqing, P. R. China

2. Key Laboratory of Earthquake Resistance and Disaster Prevention for Engineering Structures, Chongqing University, Chongqing, P. R. China

3. School of Management Science and Real Estate, Chongqing University, Chongqing, P. R. China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Reference38 articles.

1. Seismic performance of step back, step back set back and set back buildings in sloping ground base

2. CSI. 2016. CSI Analysis Reference Manual for SAP2000, ETABS, SAFE, and CSiBridge. Berkeley, California: Computers & Structures, Inc.

3. ETABS V19.0.0. 2019. Computer Software. Berkeley CA: Computers & Structures Inc.

4. Shaking Table Test of a Split-Foundation RC Frame Structure with One Lower Story Compared with a Conventional RC Frame Structure

5. Current State of Seismic-Isolation Design

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