Effects of Near-Fault Motions and Artificial Pulse-Type Ground Motions on Super-Span Cable-Stayed Bridge Systems

Author:

Li Shuai1,Zhang Fan2,Wang Jing-quan3,Alam M. Shahria4,Zhang Jian5

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 210096, China; Visiting Ph.D. Student, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7.

2. MASc Candidate, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 210096, China.

3. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 210096, China.

4. Associate Professor, School of Engineering, Univ. of British Columbia, 1137 Alumni Ave., EME 4225, Kelowna, BC, Canada V1V 1V7 (corresponding author).

5. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges

2. Applications of Some Semiactive Control Systems to Benchmark Cable-Stayed Bridge

3. Agrawal A. K. and He W. L. (2002). “A closed-form approximation of near-fault ground motion pulses for flexible structures.” Proc. 15th ASCE Engineering Mechanics Conf. ASCE Reston VA.

4. Behavior of moment-resisting frame structures subjected to near-fault ground motions

5. ANSYS Mechanical APDL 14.0 [Computer software]. ANSYS Canonsburg PA.

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