Influence of Doors on the In-Plane Seismic Behavior of Partition Walls

Doors 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.

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Publication Details

Journal
Journal of Structural Engineering
Published
2024-10-17
DOI
https://doi.org/10.1061/jsendh.steng-13618
Citations
1
Primary Topic
Masonry and Concrete Structural Analysis
Type
article
Field-Weighted Citation Impact
0.26
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article

Influence of Doors on the In-Plane Seismic Behavior of Partition Walls

Masahiro Kurata, Jiantao Huang
1 citations
Journal of Structural Engineering
Masonry and Concrete Structural Analysis
0.26
article

Influence of Doors on the In-Plane Seismic Behavior of Partition Walls

Masahiro Kurata, Jiantao Huang
article en
1 citations

Abstract

Doors 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.

Journal of Structural EngineeringVol. 151(1)
Kyoto University (JP), Kyoto Architecture University (JP)
Sustainable cities and communities
Openalex Percentile: Top 44%
Masonry and Concrete Structural Analysis
0.26
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Influence of Doors on the In-Plane Seismic Behavior of Partition Walls — Masahiro Kurata, Jiantao Huang · Journal of Structural Engineering (2024) | TGRS Research Map | TGRS