A Response Spectrum Method for Base-Isolated Structures with Equivalent Base Excitations

Author:

Lin Xiaoxiang1ORCID,Su Cheng2ORCID,Xian Jianhua3ORCID

Affiliation:

1. Ph.D. Student, School of Civil Engineering and Transportation, South China Univ. of Technology, 381 Wushan Rd., Tianhe, Guangzhou 510640, China. ORCID: .

2. Professor, State Key Laboratory of Subtropical Building Science, School of Civil Engineering and Transportation, South China Univ. of Technology, 381 Wushan Rd., Tianhe, Guangzhou 510640, China; Professor, Guangdong Artificial Intelligence and Digital Economy Laboratory, 70 Yuean Rd., Haizhu, Guangzhou 510335, China (corresponding author). ORCID: .

3. Ph.D. Researcher, School of Civil Engineering and Transportation, South China Univ. of Technology, 381 Wushan Rd., Tianhe, Guangzhou 510640, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference42 articles.

1. Approximating peak responses in seismically isolated buildings using generalized modal analysis

2. Effects of Vertical Load, Strain Rate and Cycling on the Response of Lead-Rubber Seismic Isolators

3. Dynamic assessment of base isolation systems for irregular in plan structures: Response spectrum analysis vs nonlinear analysis

4. Response spectrum analysis considering non-classical damping in the base-isolated benchmark building;Chen H. T.;Struct. Eng. Mech.,2017

5. Chopra, A. K. 2012. Dynamics of structures: Theory and applications to earthquake engineering. 4th ed. Upper Saddle River, NJ: Pearson Education.

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