Substructure Mass Participation Effect on the Performance-Based Seismic Design Method for Isolated Bridges-Reference-Cited by-同舟云学术

Substructure Mass Participation Effect on the Performance-Based Seismic Design Method for Isolated Bridges

Published:2023-12 Issue:12 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Rasouli Mahsa¹,Shiravand Mahmoud R.²^ORCID,Ardakani Reza Rasti³

Affiliation:

1. Ph.D. Candidate, Faculty of Civil, Water, and Environmental Engineering, Shahid Beheshti Univ., Tehran 1658953571, Iran.

2. Associate Professor, Faculty of Civil, Water, and Environmental Engineering, Shahid Beheshti Univ., Tehran 1658953571, Iran (corresponding author). ORCID: .

3. Assistant Professor, Faculty of Civil, Water, and Environmental Engineering, Shahid Beheshti Univ., Tehran 1658953571, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6219

Reference26 articles.

1. AASHTO. 2014. Guide specifications for seismic isolation design. 4th ed. Washington, DC: AASHTO.

2. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

3. Application of direct displacement based design to long span bridges

4. Al-Ani, M., and C. Singh. 2014. “Influence of substructure properties on analysis and design of seismically-isolated bridges.” In Proc., 9th Austroads Bridge Conf. ARRB Group and Authors. Sydney, Australia: Australian Road Research Board.

5. ASCE/SEI (ASCE/Structural Engineering Institute). 2017. Minimum design loads on buildings and other structures standards committee minimum design loads for buildings and other structures. ASCE/SEI 7-16. Reston, VA: ASCE.

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