Performance of a Seismically Isolated Bridge under Near-Fault Earthquake Ground Motions-Reference-Cited by-同舟云学术

Performance of a Seismically Isolated Bridge under Near-Fault Earthquake Ground Motions

Published:2004-06 Issue:6 Volume:130 Page:861-868
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shen Jerry¹,Tsai Meng-Hao²,Chang Kuo-Chun³,Lee George C.⁴

Affiliation:

1. Senior Research Engineer, LENDIS Corporation, TFHRC, 6300 Georgetown Pike, F-114, McLean, VA 22101; formerly, Graduate Research Assistant, Dept. of Civil Engineering, State Univ. of New York at Buffalo, Buffalo, NY 14260.

2. Engineer, Structural Engineering, Dept. II, China Engineering Consultants, Inc., Taipei, Taiwan 10686; formerly, Postdoctoral Fellow, Multidisciplinary Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, NY 14261.

3. Professor, Dept. of Civil Engineering, and Division Chief, National Center for Research on Earthquake Engineering, National Taiwan Univ., Taipei, Taiwan 10617.

4. Professor of Civil Engineering and Director, Multidisciplinary Center for Earthquake Engineering Research, 429 Bell Hall, State Univ. of New York at Buffalo, Buffalo, NY 14260.

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%3A6%28861%29

Reference8 articles.

1. Parametric study of near-field ground motion for a strike-slip dislocation model.;Anderson J. G.;Bull. Seismol. Soc. Am.,1983

2. Chang K. C. Hwang J. S. Chen H. W. and Wei S. S. (1999). “Field testing of a seismically isolated prestressed concrete bridge.” Proc. Taiwan-U.S.-Japan Workshop on Seismic Mitigation of Highway Bridges Taipei Taiwan 262–273.

3. Chang K. C. Shen J. Tsai M. H. and Lee G. C. (2000). “Performance of a seismically isolated bridge under near-fault earthquake ground motions.” Proc. Taiwan-U.S.-Japan Workshop on Seismic Mitigation of Highway Bridges Taipei Taiwan 280–290.

4. Iwan W. D. and Chen X. D. (1994). “Important near-field ground motion data from the Landers earthquake.” Proc. 10th European Conf. on Earthquake Engineering G. Duma ed. Vienna Austria European Association of Earthquake Engineering Balkema Rotterdam The Netherlands 229–234.

5. Loh C. S. (1999). “Interpretation of structural damage in 921 Chi-Chi earthquake.” Int. Workshop on 921 Chi-Chi Earthquake Reconnaissance Taichung Taiwan 13–24.

Cited by 110 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. Shape memory alloy-reinforced UHPC tube confined bridge piers for enhancing the seismic resistance of highway bridges;Engineering Structures;2024-03

2. The Effect of Earthquake Characteristics on the Seismic Performance of Steel Moment Resisting Frames;International Journal of Steel Structures;2023-11-04

3. Experimental and simulation studies of adaptive stiffness double friction pendulum bearing;Structures;2023-11

4. Soil–Structure Interaction Effects on Seismic Responses of a Conventional and Isolated Bridge Subjected to Moderate Near-Fault and Far-Field Records;CivilEng;2023-06-21

5. Superelastic pendulum isolator with multi-stage variable curvature for seismic resilience enhancement of cold-regional bridges;Engineering Structures;2023-06