Scaling Factors Quantifying Seismic Load Uncertainty with Soil Nonlinearity Effect in Displacement-Based Design of Bridge Abutments-Reference-Cited by-同舟云学术

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Scaling Factors Quantifying Seismic Load Uncertainty with Soil Nonlinearity Effect in Displacement-Based Design of Bridge Abutments

Published:2022-11 Issue:11 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jadhav Prajakta R.¹,Prashant Amit²^ORCID

Affiliation:

1. Former Ph.D. Student, Indian Institute of Technology Gandhinagar, Gandhinagar 382355, India.

2. Professor, Indian Institute of Technology Gandhinagar, Gandhinagar 382355, India (corresponding author). ORCID: .

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.1943-5592.0001956

Reference34 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

2. Al Atik, L., and N. Sitar. 2009. Experimental and analytical study of the seismic performance of retaining structures. Berkeley, CA: Pacific Earthquake Engineering Research Center.

3. Anderson, D. G. 2008. Seismic analysis and design of retaining walls, buried structures, slopes, and embankments. Washington, DC: Transportation Research Board.

4. Phasing issues in the seismic response of yielding, gravity-type earth retaining walls – Overview and results from a FEM study

5. CEN (European Committee for Standardization). 1998. Design provisions for earthquake resistance of structures – Part 5: Foundations, retaining structures and geotechnical aspects. EN 1998-5 (Eurocode 8). Brussels, Belgium: CEN.

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