Seismic behaviour and failure-mode-prediction method of a reinforced-concrete rigid-frame bridge with thin-walled tall piers: Investigation by model-updating hybrid test-Reference-Cited by-同舟云学术

Seismic behaviour and failure-mode-prediction method of a reinforced-concrete rigid-frame bridge with thin-walled tall piers: Investigation by model-updating hybrid test

Published:2020-04 Issue: Volume:208 Page:110302
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Yang,Mei Zhu,Wu Bin,Bursi Oreste S.,Dai Kao-shan,Li Bo,Lu Yang

Funder

National Key Research and Development Program of China

Fundamental Research Funds for the Central Universities of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

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2. Shear effects on hollow section piers under seismic actions: experimental and numerical analysis;Delgado;Bull Earthq Eng,2009

3. Seismic response analysis of slender bridge piers;Tubaldi;Earthquake Eng Struct Dyn,2014

4. Seismic design of bridges with the participation of seat-type abutments;Mitoulis;Eng Struct,2012

5. JTG. JTG / T B02-01-2008. Guidelines for seismic design of highway bridges. China: JTG; 2008.

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