Damage Analysis of Concrete Open-Spandrel Deck Arch Bridges under Seismic Loads-Reference-Cited by-同舟云学术

Damage Analysis of Concrete Open-Spandrel Deck Arch Bridges under Seismic Loads

Published:2022-08 Issue:8 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Khorraminejad Amir¹^ORCID,Shiravand Mahmoud R.²^ORCID,Safi Mohammad³

Affiliation:

1. Ph.D. Candidate, Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti Univ., Tehran, Iran. ORCID: .

2. Associate Professor, Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti Univ., Tehran, Iran (corresponding author). ORCID: .

3. Assistant Professor, Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti Univ., Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001911

Reference47 articles.

1. AASHTO. 2014. Guide specifications for seismic isolation design. Washington, DC: AASHTO.

2. AASHTO. 2017. Bridge design specifications. Washington, DC: AASHTO.

3. Seismic assessment of a long-span arch bridge considering the variation in axial forces induced by earthquakes

4. Aviram, A., K. R. Mackie, and B. Stojadinović. 2008. Guidelines for nonlinear analysis of bridge structures in California. Berkeley, CA: Pacific Earthquake Engineering Research Center.

5. Dynamic Analysis

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