Optimal intensity measure selection and probabilistic seismic demand model of pile group supported bridges in sandy soil considering variable scour effects-Reference-Cited by-同舟云学术

Optimal intensity measure selection and probabilistic seismic demand model of pile group supported bridges in sandy soil considering variable scour effects

Published:2023-10 Issue: Volume:285 Page:115365
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Zhou Lianxu^ORCID,Alam M. Shahria^ORCID,Wang Xiaowei^ORCID,Ye Aijun,Zhang Penghui^ORCID

Funder

University of California, Davis

National Natural Science Foundation of China

China Scholarship Council

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference102 articles.

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3. Development of simulation based p‐multipliers for laterally loaded pile groups in granular soil using 3d nonlinear finite element model;Adeel;Appl. Sci.,2020

4. An experimental study and numerical modeling of laterally loaded regular and finned pile foundations in sandy soils;Albusoda;Comput. Geotech.,2018

5. Reliability-based calibration of load and resistance factors for design of RC bridges under multiple extreme events: scour and earthquake;Alipour;J. Bridge Eng.,2013

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