Effects of Deck-Abutment Pounding on the Seismic Fragility Curves of Box-Girder Highway Bridges-Reference-Cited by-同舟云学术

Effects of Deck-Abutment Pounding on the Seismic Fragility Curves of Box-Girder Highway Bridges

Published:2023-11-21 Issue: Volume: Page:1-30
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Moayyedi Seyyed Amirhossein¹,Rezaei Hossein²,Kalantari Afshin³,Jankowski Robert⁴

Affiliation:

1. Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, Louisiana, USA

2. Department of Earthquake Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran

3. Faculty of Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

4. Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdansk, Poland

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2283004

Reference75 articles.

1. AASHTO LRFD Bridge Design Specifications. 2020. Washington, D.C: American Association of State Highway and Transportation Officials.

2. Abbasi, M., and M. A. Moustafa. 2016. The Effect of In-Span Hinges on the Seismic Behavior of Multiple-Frame Reinforced Concrete Box Girder Bridge. In Proceedings of the Istanbul Bridge Conference, 8–10.

3. Time-Dependent Seismic Fragilities of Older and Newly Designed Multi-Frame Reinforced Concrete Box-Girder Bridges in California

4. Probabilistic Seismic Assessment of Multiframe Concrete Box-Girder Bridges with Unequal-Height Piers

5. Rigid-Body Motion of Horizontally Curved Bridges Subjected to Earthquake-Induced Pounding