Effects of Ground Motion Incident Angle on Inelastic Seismic Demands of Skewed Bridges Subjected to Mainshock–Aftershock Sequences-Reference-Cited by-同舟云学术

Effects of Ground Motion Incident Angle on Inelastic Seismic Demands of Skewed Bridges Subjected to Mainshock–Aftershock Sequences

Published:2023-05 Issue:2 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Garakaninezhad Alireza¹,Amiri Saeed²,Noroozinejad Farsangi Ehsan³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Jiroft, Jiroft, Kerman 7867155311, Iran.

2. Graduate Student, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3T 1J4.

3. Assistant Professor, Dept. of Earthquake and Geotechnical Engineering, Graduate Univ. of Advanced Technology, Kerman 7631885356, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1218

Reference59 articles.

1. Aftershock risk assessment and the decision to open traffic on bridges

2. The effects of repeated earthquake ground motions on the non-linear response of SDOF systems

3. Residual displacement ratios of structures under mainshock-aftershock sequences

4. On the aftershock polarity to assess residual displacement demands

5. Normalized residual displacement spectra for post-mainshock assessment of structures subjected to aftershocks

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