Effect of interior gravity framing system and composite floor slab action on the lifetime seismic risk assessment of steel frame buildings subjected to mainshock–aftershock sequence-Reference-Cited by-同舟云学术

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Effect of interior gravity framing system and composite floor slab action on the lifetime seismic risk assessment of steel frame buildings subjected to mainshock–aftershock sequence

Published:2022-11 Issue: Volume:45 Page:2332-2342
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Hwang Seong-Hoon,Shokrabadi Mehran,Mangalathu Sujith^ORCID,Jeon Jong-Su^ORCID

Publisher

Elsevier BV

Subject

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

Reference72 articles.

1. Probabilistic seismic demand analysis of nonlinear structures;Shome,1999

2. Selecting and scaling earthquake ground motions for performing response history analyses;NIST,2011

3. Progress and challenges in seismic performance assessment;Cornell;PEER Center News,2000

4. Incorporating societal expectations into seismic performance objectives in building codes;Tanner;Earthq Spectra,2020

5. The 1994 Northridge earthquake sequence in California: Seismological and tectonic aspects;Hauksson;J Geophys Res: Solid Earth,1995

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. Seismic fragility assessment of aqueduct bent structures subjected to mainshock-aftershock sequences;Engineering Structures;2023-10

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