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3차원 유한요소해석을 이용한 정수지의 안전성평가 사례연구
김종호(Kim Jong Ho),박홍신(Park Hong Sin),류근준(Ryu Keun Joon),임춘길(Lim Choon gil),박승범(Park Seung Bum) 한국구조물진단유지관리학회 2006 한국구조물진단학회 학술발표회논문집 Vol.10 No.2
A clean water reservoir which stores water treatment before it was sent service reservoir was analyzed safety evaluation following underground structure standards. The purpose of this study is to suggest some references of the evaluation case of the safety for a clean water reservoir by analyzing static and dynamic characteristics in x, y, z directions. As the result, it was evaluated that there is no problem in safety at the time of not only an static load condition but also earthquake load. This time, because it was carried out under estimated ground condition, I think that the detailed evaluation is necessary using the ground findings value in the future.
3차원 유한요소해석을 이용한 정수지의 안전성평가 사례연구
김종호 ( Kim Jong Ho ),박홍신 ( Park Hong Sin ),류근준 ( Ryu Keun Joon ),임춘길 ( Lim Choon Gil ),박승범 ( Park Seung Bum ) 한국구조물진단유지관리공학회 2006 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.10 No.2
A clean water reservoir which stores water treatment before it was sent service reservoir was analyzed safety evaluation following underground structure standards. The purpose of this study is to suggest some references of the evaluation case of the safety for a clean water reservoir by analyzing static and dynamic characteristics in x, y, z directions. As the result, it was evaluated that there is no problem in safety at the time of not only an static load condition but also earthquake load. This time, because it was carried out under estimated ground condition, I think that the detailed evaluation is necessary using the ground findings value in the future.
김종호 ( Kim Jong Ho ),박홍신 ( Park Hong Sin ),류근준 ( Ryu Keun Joon ),배석중 ( Bae Seok Joong ),김용곤 ( Kim Yong Gon ) 한국구조물진단유지관리공학회 2006 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.10 No.2
Because the damage on the life and property of the people is expected at time of collapse, A large-scale concrete dam must be safe for an earthquake. The purpose of this study is to suggest some references of the evaluation case of the seismic performance for a concrete gravity dam. As the result, all the internal safety levels were evaluated in being satisfied not only I gave a plateau of the step-by-step evaluation result outside. Further development and implementation of the evaluation technique are recommended for future research.
김종호(Kim Jong Ho),박홍신(Park Hong Sin),류근준(Ryu Keun Joon),배석중(Bae Seok Joong),김용곤(Kim Yong Gon) 한국구조물진단유지관리학회 2006 한국구조물진단학회 학술발표회논문집 Vol.10 No.2
Because the damage on the life and property of the people is expected at time of collapse, A large-scale concrete dam must be safe for an earthquake. The purpose of this study is to suggest some references of the evaluation case of the seismic performance for a concrete gravity dam. As the result, all the internal safety levels were evaluated in being satisfied not only I gave a plateau of the step-by-step evaluation result outside. Further development and implementation of the evaluation technique are recommended for future research.