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Seismic performance evaluation of non‐structural components: drywall partitions
Authors:Tae‐Hyung Lee  Mikiko Kato  Tomohiro Matsumiya  Keiichiro Suita  Masayoshi Nakashima
Institution:1. Department of Civil Engineering, Konkuk University, Korea;2. Assistant Professor.;3. Formerly COE Researcher, Disaster Prevention Research Institute, Japan.;4. Nikken Sekei, Osaka, Japan;5. Disaster Prevention Research Institute, Kyoto University, Japan
Abstract:As the first part of non‐structural component test series, interior drywall partitions are selected for an experimental program. This test series will cover non‐structural components that are significant in the economic losses in buildings subjected to seismic loading, namely interior drywall partitions, exterior cladding and window glasses, and ceilings. Four full‐scale drywall partitions with light‐gage steel stud framing were tested to observe damage in cyclic loading conditions. Effects of a door and an intersecting wall on the behaviour of drywall partition are studied. Damage was concentrated to perimeter regions where gypsum boards made contacts with ceiling, floor, or columns. Dynamic loading did not amplify the damage on a drywall partition over the damage observed from the quasi‐static test. Damage–repair cost relationships show that the repair cost reaches almost the initial cost under 2% radian interstorey drift. Copyright © 2006 John Wiley & Sons, Ltd.
Keywords:non‐structural component  performance‐based earthquake engineering  drywall partition  loss estimate  damage
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