Lessons Learned from the Damaged Chi-Lu Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Lessons Learned from the Damaged Chi-Lu Cable-Stayed Bridge

Published:2004-07 Issue:4 Volume:9 Page:343-352
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chang K. C.¹,Mo Y. L.²,Chen C. C.³,Lai L. C.⁴,Chou C. C.⁵

Affiliation:

1. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003.

3. Assistant Professor, Dept. of Civil Engineering, National Yunlin Univ. of Science and Technology, Yunlin 123, Taiwan.

4. Graduate Student, Dept. of Civil Engineering, National Cheng-Kung Univ., Tainan 701, Taiwan.

5. Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282004%299%3A4%28343%29

Reference19 articles.

1. Three-dimensional nonlinear static analysis of cable-stayed bridges

2. Applied Technology Council (ATC 32). (1996). “Improved seismic design criteria for California bridges.” Redwood City Calif.

3. Design criteria for reinforced columns under axial load and biaxial bending.;Bresler B.;ACI J.,1960

4. Seismic performance of highway bridge.;Chang K. C.;Earthquake Eng. Eng. Seismol. Taiwan,2000

5. Chang C. H. Wu Y. M. Shin T. C. Wang C. Y. and Hsiao N. C. (1999). “A study of initial rupture of the Chi-Chi Taiwan earthquake.” Proc. Special Session on the Chi-Chi Taiwan Earthquake Chinese Geophysical Soc. Taiwan 1–6 (in Chinese).

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