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The Effect of Directivity-induced Pulse-like Ground Motions on Fracture Risk of Welded Steel Column Splices

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dc.contributor.authorSong, Biao-
dc.contributor.authorGalasso, Carmine-
dc.date.accessioned2019-05-14T03:07:57Z-
dc.date.available2019-05-14T03:07:57Z-
dc.date.issued2019-05-26-
dc.identifier.citation13th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP13), Seoul, South Korea, May 26-30, 2019-
dc.identifier.isbn979-11-967125-0-1-
dc.identifier.otherICASP13-348-
dc.identifier.urihttp://hdl.handle.net/10371/153481-
dc.description.abstractRecent, worldwide earthquakes have highlighted the destructive potential of near-fault, pulselike ground motions caused by forward directivity. This study investigates the fracture risk of welded steel column splices (WCSs) in near-fault regions, especially quantifying the pulse effects on WCS stress demands through incremental dynamic analysis (IDA). For this purpose, two case-study nonlinear steel moment frame models are developed and subjected to a set of pulse-like ground motions with varying pulse periods and a suite of ordinary (i.e., non-pulse-like) ground motions, respectively. Results of IDA are then combined with near-source probabilistic seismic hazard analysis (NS-PSHA) to assess fracture risk. Findings from the study suggest that WCSs in pre-Northridge steel frames may be highly susceptible to fracture due to directivity-induced pulse-like ground motions.-
dc.description.sponsorshipThe first author would like to acknowledge the financial support from China Scholarship Council (CSC) and University College London (UCL) through a joint research scholarship.-
dc.language.isoen-
dc.titleThe Effect of Directivity-induced Pulse-like Ground Motions on Fracture Risk of Welded Steel Column Splices-
dc.typeConference Paper-
dc.identifier.doi10.22725/ICASP13.348-
dc.citation.pages1769-1776-
Appears in Collections:
College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Civil & Environmental Engineering (건설환경공학부)ICASP13
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