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Performance evaluation of rigid braced indirect suspended ceiling with steel panelsoa mark
  • Lee, Jae Sub ;
  • Jung, Dam I. ;
  • Lee, Doo Yong ;
  • Cho, Bong Ho
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Publication Year
2021-03-01
Publisher
Multidisciplinary Digital Publishing Institute (MDPI)
Citation
Applied Sciences (Switzerland), Vol.11, pp.1-21
Keyword
Nonstructural elementRigid braceSeismic designSeismic performanceShaking table testSuspended ceiling
All Science Classification Codes (ASJC)
Materials Science (all)InstrumentationEngineering (all)Process Chemistry and TechnologyComputer Science ApplicationsFluid Flow and Transfer Processes
Abstract
In Korea, the earthquakes in Gyeongju (2016) and Pohang (2017) have led to increased interest in the seismic design of nonstructural elements. Among these, the suspended ceiling can cause personal injury and property damage. In addition, most suspended ceilings that are used in Korea neither have seismic design details nor meet the current seismic design standards. There are two seismic design methods for suspended ceilings using a perimeter clip and a brace. In the United States and Japan, seismic design of ceilings is typically used, but the concepts of applying and installing braces are different. This is because the typical ceiling systems are different in the United States and Japan. In this study, a brace-applied ceiling system that is suitable for a suspended ceiling with a steel panel was applied in the indirect suspended ceiling mainly used in Korea. In addition, the seismic performance was verified through a shaking table test. All the specimens were applied with anti-falling clips that are designed to prevent the panels from falling, and they satisfy KDS 41 17 00, which is a Korean seismic design life safety standard. Without considering these factors, the performance level is lower than a nonseismic designed ceiling, which is not properly designed or constructed.
ISSN
2076-3417
Language
eng
URI
https://dspace.ajou.ac.kr/dev/handle/2018.oak/32606
DOI
https://doi.org/10.3390/app11051986
Fulltext

Type
Article
Funding
This research was supported by a grant (21AUDP-C146352-04) from the Architecture and Urban Development Research Program funded by the Ministry of Land, Infrastructure, and Transport of the Korean government.
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CHO, BONG HO조봉호
Department of Architecture
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