Estimation of Seismic Demands on Isolators Based on Nonlinear Analysis-Reference-Cited by-同舟云学术

Estimation of Seismic Demands on Isolators Based on Nonlinear Analysis

Published:2004-03 Issue:3 Volume:130 Page:392-402
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ryan Keri L.¹,Chopra Anil K.²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720.

2. Johnson Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720.

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%290733-9445%282004%29130%3A3%28392%29

Reference11 articles.

1. Anderson E. and Mahin S. A. (1998). “Displacement-based design of seismically isolated bridges.” Proc. 6th U.S. National Conf. on Earthquake Engineering Earthquake Engineering Research Institute Oakland Calif.

2. Chopra A. K. (2001). Dynamics of structures: Theory and applications to earthquake engineering Prentice-Hall Upper Saddle River N.J.

3. Evaluation of NSP to Estimate Seismic Deformation: SDF Systems

4. Capacity spectrum method based on inelastic demand spectra

5. Fenves G. L. Whittaker A. S. Huang W.-H. Clark P. W. and Mahin S. A. (1998). “Analysis and testing of seismically isolated bridges under bi-axial excitation.” Proc. 5th Caltrans Seismic Research Workshop California Dept. of Transportation Sacramento Calif.

Cited by 81 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Constant-strength inelastic displacement ratio spectra for assessment of superstructures in seismically isolated buildings;Engineering Structures;2024-09

2. Displacement prediction equations for seismic design of single friction pendulum base‐isolated structures;Earthquake Engineering & Structural Dynamics;2024-07-26

3. Effectiveness of Suspended Lead Dampers in Steel Building Structural Model Subjected to Impact Load;European Journal of Engineering and Technology Research;2024-07-06

4. Optimal single concave sliding device properties for isolated multi-span continuous deck bridges depending on the ground motion characteristics;Soil Dynamics and Earthquake Engineering;2023-10

5. Seismic demand estimation of isolated buildings with nonlinear bearings subjected to linear response spectra;Journal of Building Engineering;2023-05