Finite element analysis and simplified envelope curve model for RC shear key under earthquake-tsunami actions-Reference-Cited by-同舟云学术

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Finite element analysis and simplified envelope curve model for RC shear key under earthquake-tsunami actions

Published:2024-08 Issue: Volume:183 Page:108799
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Mei Heng,Guo Anxin^ORCID

Publisher

Elsevier BV

Reference26 articles.

1. Probabilistic hazard assessment of bridges under multihazard actions during the life-cycle period;Mei;Nat Hazards Rev,2024

2. Study on the mechanical characteristics and failure mechanism of the coastal bridge with a box-girder superstructure under the action of breaking solitary waves;Chen;Ocean Eng,2023

3. An overview of tsunami wave force on coastal bridge and open challenges;Mazinani;Journal of Earthquake Tsunami.,2015

4. Statistical analysis of coastal bridge vulnerability based on empirical evidence from Hurricane Katrina;Padgett;Structure infrastructure engineering,2012

5. Reliability of bridges under tsunami hazards: emphasis on the 2011 tohoku-oki earthquake;Akiyama;Earthq Spectra,2013

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