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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2019.1
- 수록면
- 221 - 229 (9page)
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Several water tanks installed in the building were damaged during the Gyeongju earthquake (2016) and the Pohang earthquake (2017). Since a water tank for fire protection is very important component, seismic safety should be ensured. In this study, an interaction between a water tank and a building was studied by the dynamic analysis of the RC building with the water tank. In case the water tank was installed on the roof of the RC building, it was confirmed that it did not significantly affect the response of the building. Based on the result, dynamic response characteristics of the water tank in the building were studied using two SDOF models represented dynamic behavior of the water tanks under earthquake. An earthquake time-history analysis was carried out with variables of aspect ratio of the tank, story of the building, and installed location in the building using three kinds of earthquakes.
목차
등록된 정보가 없습니다.
참고문헌 (15)
참고문헌 신청
Architectural Institute of Korea / 2018 / Site Inspection and Damage Investigation of Buildings by Earthquakes in Gyeongju and Pohang :347
Ministry of Public Safety and Security / 2016 / Seismic Design Standard and Commentary for Fire Protection Facilities :68
Architectural Institute of Korea / 2016 / Korean Building Code and Commentary 2016 :1221
American Society of Civil Engineers / 2017 / ACE/SEI 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures :822
American Concrete Institute / 2006 / Seismic Design of Liquid-Containing Concrete Structures and Commentary (ACI350.3-06) :61
Ministry of Public Safety and Security / 2016 / Seismic Design Standard and Commentary for Fire Protection Facilities :68
Architectural Institute of Korea / 2016 / Korean Building Code and Commentary 2016 :1221
American Society of Civil Engineers / 2017 / ACE/SEI 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures :822
American Concrete Institute / 2006 / Seismic Design of Liquid-Containing Concrete Structures and Commentary (ACI350.3-06) :61
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