Experimental study on seismic responses of a curved bridge considering the effect of pulse and pulse duration-Reference-Cited by-同舟云学术

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Experimental study on seismic responses of a curved bridge considering the effect of pulse and pulse duration

Published:2023-12 Issue: Volume:58 Page:105494
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Li Qian,Li Xi^ORCID,Zhao Jianfeng^ORCID,Wang Chaoyuan

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference39 articles.

1. Wenchuan earthquake;Han;Earthq Eng Eng Vib,2008

2. A seismic design implications of near-fault San-fernando earthquake records;Bertero;Earthq Eng Struct Dyn,1978

3. Fenves GL, Ellery M. Behavior and failure analysis of a multiple-frame highway bridge in the 1994 Northridge earthquake. 1998.

4. Three-dimensional simulation of the near-fault ground motion for the1995 Hyogo-ken Nanbu (Kobe), Japan, earthquake;Pitarka;Bull Seismol Soc Am,1998

5. Aykut Barka - 1952–2002 - Dedicated issue - Izhmit, Turkey, Earthquake of 17 August 1999;Toksoz;Bull Seismol Soc Am,2002

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of ground motion parameters on seismic response of a large-longitudinal-slope and small-radius curved girder bridge;PLOS ONE;2024-08-07

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