Near‐fault ground motion effects on pounding and unseating using an example of a three‐span, simply supported bridge-Reference-Cited by-同舟云学术

Near‐fault ground motion effects on pounding and unseating using an example of a three‐span, simply supported bridge

Published:2022-06 Issue:2 Volume:1 Page:164-195
ISSN:2770-5706
Container-title:Earthquake Engineering and Resilience
language:en
Short-container-title:Earthquake Engineering and Resilience

Author:

Khakzand Leila¹,Jalali Reza S.¹^ORCID,Veisi Milad¹

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering University of Guilan Rasht Iran

Publisher

Wiley

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eer2.9

Reference77 articles.

1. Road and Railway Bridges Seismic Resistant Design Code No. 463. Ministry of Roads and Transportation Tehran Iran; 2008.

2. The effect of ground transmission time on the response of long structures

3. Nonstationary response analysis of suspension bridges for multiple support excitations

4. KashefiI TrifunacMD. Investigation of earthquake response of simple bridge structures Department of Civil Engineering Report No. CE 86‐02 University of Southern California Los Angeles CA; 1986.

5. Structural response to non-stationary multiple-support random excitation

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