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진동대 실험을 통한 외부보강형 판넬조립식 물탱크의 내진성능평가

Seismic Performance Evaluation of Externally Reinforced Panel Water Tank Using Shaking Table Tests

  • 박세준 (연세대학교 사회환경시스템공학부) ;
  • 원성환 (LS산전, 연세대학교 사회환경시스템공학부) ;
  • 최문석 (연세대학교 사회환경시스템공학부) ;
  • 김상효 (연세대학교 사회환경시스템공학부) ;
  • 정진환 (부산대학교 사회환경시스템공학부)
  • 투고 : 2013.01.02
  • 심사 : 2013.04.10
  • 발행 : 2013.07.01

초록

In this study, an externally reinforced structural system for SMC(Sheet Molding Compound) panel water tank, designed according to the Japanese design code, is experimented to evaluate its seismic performance. The test tank is 3m long, 2m wide and 3m high, considering the capacity and size of the shaking table. The measured hydrodynamic pressures are found to be approximately 70% of the Japanese design code values. It may be partially due to the convex shape effect of the unit panels. The analytical results of externally reinforced system based on the measured dynamic water pressures are found in good agreement with the test results. If the design hydrodynamic pressures are estimated properly, the proposed analytical model for the externally reinforced water tank becomes a useful design tool and the Japanese design code is found to provide a safe design for the external frames of SMC panel water tank.

키워드

참고문헌

  1. Park DS, Ha IS, Lim JY, Jung WS. Earthquake case report of water facilities. Korea Water Resources Corporation. c2006. p. 21-23
  2. Ministry of Land. Infrastructure and Transport, Korean building code-structural. Architectural Institute of Korea. c2009.
  3. Japan Reinforced Plastics Society. Structural design calculations of FRP water tank. c1996.
  4. Housner GW. Dynamic Pressures on Accelerated Fluid Containers. Bulletin of the Seismological Society of America. 1957;47(1): 15-35.
  5. Housner GW. The Dynamic Behavior of Water Tanks. Bulletin of the Seismological Society of America. 1963;53(2):381-387.
  6. Ministry of Land. Infrastructure and Transport, Design standard of highway bridge. Korea Road & Transportation Association. c2010.

피인용 문헌

  1. Earthquake-Induced Wall Pressure Response Analysis of a Square Steel Liquid Storage Tank vol.22, pp.5, 2018, https://doi.org/10.5000/EESK.2018.22.5.261