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dc.contributor.authorJiantao Huang
dc.contributor.authorMasahiro Kurata
dc.date.accessioned2026-02-16T22:00:54Z
dc.date.available2026-02-16T22:00:54Z
dc.date.copyright2025/01/01
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-13618.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4310066
dc.description.abstractDoors and other openings inevitably change the internal force distribution in cold-formed steel-framed gypsum partition walls (hereafter referred to as partition walls) subjected to lateral loading, which affects their seismic behavior. Some studies have evaluated the seismic behavior of partition walls with and without doors, along with other variables, through experiments. Still, research on damage mechanisms remains preliminary, with only qualitative discussions. Existing numerical models of doorless partition walls limit the simulation of partition walls with doors. Therefore, this study examines the influence of doors on the in-plane seismic behavior of partition walls. Quasi-static full-scale tests of partition walls with and without doors are conducted to evaluate the influence of a door alone and to display the deformation and stiffness associated with the door. The damage mechanism encompassing rigid-body motions and deformations is quantitatively evaluated using data from potentiometers and an image-based displacement measurement system. Parametric analysis is performed for a validated numerical model of the partition wall considering the door construction and detailing. The results enable the industry to improve the seismic behavior of partition walls with doors.
dc.publisherAmerican Society of Civil Engineers
dc.titleInfluence of Doors on the In-Plane Seismic Behavior of Partition Walls
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue1
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-13618
dc.journal.fristpage04024184-1
dc.journal.lastpage04024184-14
dc.page14
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001
dc.contenttypeFulltext


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