Optimal Intensity Measures in Probabilistic Seismic Demand Models of Cable-Stayed Bridges Subjected to Pulse-Like Ground Motions-Reference-Cited by-同舟云学术

Optimal Intensity Measures in Probabilistic Seismic Demand Models of Cable-Stayed Bridges Subjected to Pulse-Like Ground Motions

Published:2019-02 Issue:2 Volume:24 Page:04018118
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhong Jian¹^ORCID,Jeon Jong-Su²,Shao Ya-Hui³,Chen Liang⁴

Affiliation:

1. Assistant Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, P.R. China. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Andong National Univ., Andong, Gyeongsangbuk-do 36729, Republic of Korea.

3. Associate Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, P.R. China.

4. Associate Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, P.R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001329

Reference25 articles.

1. Alavi B. and H. Krawinkler. 2000. “Consideration of near fault ground motion effect in seismic design.” In Proc. 12th World Conf. on Earthquake Engineering. Upper Hutt New Zealand: New Zealand Society for Earthquake Engineering.

2. Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis

3. A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon

4. Bertero V. V. R. A. Herrera and S. A. Mahin. 1976. “Establishment of design earthquakes—Evaluation of present methods.” In Proc. Int. Symp. on Earthquake Structural Engineering 551–580. Rolla MO: Dept. of Civil Engineering University of Missouri-Rolla.

5. Characterization of forward-directivity ground motions in the near-fault region

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