Effect of Semiactive Control on Wind and Seismic Responses of High-Rise Building Supported on Triple Friction Pendulums-Reference-Cited by-同舟云学术

Effect of Semiactive Control on Wind and Seismic Responses of High-Rise Building Supported on Triple Friction Pendulums

Published:2020-06 Issue:3 Volume:34 Page:04020035
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xu Yanqing¹^ORCID,Guo Tong²^ORCID,Yan Ping³,Li Aiqun⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China. ORCID: .

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, PR China (corresponding author). ORCID: .

3. Postgraduate Researcher, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China.

4. Professor, Beijing Advanced Innovation Center for Future Urban Design, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001427

Reference17 articles.

1. Becker T. C. 2011. “Advanced modeling of the performance of structures supported on triple friction pendulum bearings.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of California Berkeley.

2. Extreme behavior in a triple friction pendulum isolated frame

3. Dao N. D. 2012. “Seismic response of a full-scale 5-story steel frame building isolated by triple pendulum bearings under 3D excitations.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of Nevada Reno.

4. An experimental study of MR dampers for seismic protection

5. Wind response control of tall buildings with a tuned mass damper

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