Numerical and experimental investigations on the Park-Ang damage index for high-speed railway bridge piers with flexure failures-Reference-Cited by-同舟云学术

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Numerical and experimental investigations on the Park-Ang damage index for high-speed railway bridge piers with flexure failures

Published:2019-12 Issue: Volume:201 Page:109851
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Cao Shanshan,Jiang Lizhong,Wei Biao

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province

Science and Technology Project of Sichuan Province

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. Seismic damage indices for concrete structures: a state-of-the-art review;Williams;Earthq Spect,1995

2. Mechanistic seismic damage model for reinforced concrete;Park;J Struct Eng,1985

3. Seismic damage analysis of reinforced concrete buildings;Park;J Struct Eng,1985

4. Experimental assessment of the global cyclic damage of framed R/C structures;Negro;J Earthq Eng,1997

5. Damage indices and damage measures;Cosenza;Prog Struct Mat Eng,2000

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