Maximum Superstructure Response of Sliding-Base Structures under Earthquake Excitation-Reference-Cited by-同舟云学术

Maximum Superstructure Response of Sliding-Base Structures under Earthquake Excitation

Published:2020-07 Issue:7 Volume:146 Page:04020131
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hu Hong-Song¹^ORCID,Lin Fan²,Gao Yi-Chao³,Guo Zi-Xiong⁴,Wang Chen⁵

Affiliation:

1. Professor, Intelligence and Automation in Construction Fujian Province Higher-Educational Engineering Research Centre, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China (corresponding author). ORCID: .

2. Graduate Student, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China.

3. Associate Professor, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China.

4. Professor, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China.

5. Professor, Intelligence and Automation in Construction Fujian Province Higher-Educational Engineering Research Centre, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002682

Reference30 articles.

1. Base shear capping buildings with graphite-lubricated bases for collapse prevention in extreme earthquakes

2. Effect of support rotation on triple friction pendulum bearing behavior

3. Influence of FPS bearing properties on the seismic performance of base-isolated structures

4. Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions

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