연구동향 분석
박사

지진하중에 의한 사각형 유체 저장 구조물의 동적 응답

박건 2018년

논문상세정보
인용/피인용
' 지진하중에 의한 사각형 유체 저장 구조물의 동적 응답' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 건물구조의 유형
  • 내진설계
  • 유체-구조물 상호작용
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
94 0

0.0%

' 지진하중에 의한 사각형 유체 저장 구조물의 동적 응답' 의 참고문헌

  • 유체 구조물, “유체-구조물-지반 상호작용 시설물의 내진설계 : 제3장 지상식 원형탱크의 내진설계”
    김승억 제7회 지진공학회 기술강습회, 한국 지진공학회, pp. 133∼155. [2001]
  • “추가질량 모델에 의한 유체저장 탱크의 지진좌굴해석”
    강보람 목포 해양대학교 석사학위논문 [2010]
  • 박사
    “지진하중을 받는 유체저장탱크의 좌굴거동해석 및 설계기 준 비교 연구”
    이소리 국민대학교 석사학위논문 [2017]
  • “지진하중을 받는 유체저장탱크 거동연구에 대한 고찰”
    김승억 이동원 최동호 대한토목학회 논문집, 제20권, 제 4-A호 pp. 607∼619 [2000]
  • “지진 시 댐 수문의 동적거동 해석을 위한 부가질량 산정방 법 개발”
    배정주 충북대학교 박사학위논문 [2008]
  • “중력댐-저수지 시스템에 작용하는 동수압”
    조용식 황규남 대한토 목학회 논문집, 제21권, 제 3-B호, pp.217∼222 [2001]
  • “정사각형 수조 진동대실험에 대한 상관해석”
    김재민 백은림 손일민 최형석 한국구조물진단유지관리공학회 논문집, 제21권, 제1호, pp.23∼ 29 [2017]
  • “점성감쇠 동적계수 및 지진응답제어를 고려한 구조물의 최 적 내진 설계”
    강지훈 강릉대학교 석사학위논문 [2009]
  • “유연 지반상에 놓인 유체저장탱크의 3차원 지진응답해석”
    조의경 박사학위논문, 서울대학교 토목공학과 [1993]
  • “운석의 초고속 충돌 관통현상 해석을 위한 SPH 매개변수”
    민옥기 서송원 이성수 대한기계학회 논문집, 제27권, 제10호, pp. 1,738∼1747 [2003]
  • “액화천연가스 저장구조물에 대한 내진해 석”
    김영석 김재민 윤정방 연구보고서, 재단법인 산학협동재단 [1993]
  • “액체저장탱크의 동적거동 및 내진설계,”
    박종률 경희대학교 박사학 위논문 [2002]
  • “수평지진하중에 대한 원통형 유체 저장탱크의 유체-구조물-지반 상호작용을 고려한 동적해석”
    김재민 윤정방 이석용 장수혁 대한토목학 회 논문집, 제20권 제5호, pp. 691∼705 [2000]
  • “벽면의 유연성을 고려한 액체저장탱크의 동적해 석”
    윤정방 이창근 대한토목학회 논문집, 제7권, 제4호, pp. 21∼29 [1987]
  • “말뚝 캡 두께에 따른 선단지지말뚝과 마찰말뚝의 동적거동 특성”
    정구식 박사학위논문, 충북대학교 토목공학과 [2013]
  • “랜덤데이터의 스펙트럼 해석입문”
    김경호 새론 [1996]
  • “도로교 설계 기준”
    한국도로교통협회 [2005]
  • “댐 설계 기준”
    한국수자원학회 [2005]
  • “대형 원통 형 LNG 저장탱크의 유체-구조물-지반 상호작용을 고려한 내진해석”
    강보림 김재민 김현우 노태용 민지영 박현준 윤정방 연 구보고서, 포스코 엔지니어링 [2012]
  • “국가주요시설물에 대한 내진대책”
    전인하 KISTEC소식지, 51권, pp. 30∼31 [2008]
  • “구형유체저장구조물의유체구조물상호작용에 관한 해석적 연구”
    고현무 김지관 박정준 대한토목학회 논문집, 제5권, pp.765∼775 [1995]
  • “구조물의 동적해석을 위한 한반도의 인공지진파작 성”
    김원배 유철수 대한토목학회 논문집, 제10권, 제3호, pp. 39∼47 [1990]
  • “고속 충돌을 받는 복합 적층판의 SPH기법을 이용한 해석”
    이재훈 연세대학교 석사학위논문 [2005]
  • “경수로형 원전 규제기준 및 규제지침”
    원자력 안전 위원회 [2012]
  • “경계요소유한요소연계볍에의한구형수조구조 물의 동적거동특성해석”
    고현무 김재관 박장호 대한토목학회 논문집, 제4권, pp.1033∼1042 [1994]
  • “경계요소법을 이용한 중력댐에 작용하는 동수압산정”
    조용식 대한 토목학회 논문집, 제16권, 제 Ⅱ-1호, pp. 33∼41 [1996]
  • “SPH방법에 의한 2차원 자유표면 문제의 해석”
    김용환 남보우 한 국해양과학기술협의회 공동학술대회, pp. 501∼506 [2006]
  • “LNG 저장탱크의 내진설계에 관한 연구”
    박래영 윤성일 정명진 포스코 엔지니어링 기술보, 제27권, 제1호, pp. 117-130 [2012]
  • Yousef Zandi, Zeki Karaca, Ayseg l Durmus, Adem Dogang n and Ahmet Durmus(2012), "Investigating the Comparative Analysis of Cylindrical Silos Subjected to Earthquake by Analytical and Numerical Methods", Trends in Applied Sciences Research 7(6), pp.407∼420.
  • Westergaard, H. M.(1931), "Water Pressures on Dams Earthquakes", American Society of Civil Engineers Transactions, No. 1835, pp.418∼ 433.
  • Valera, J. E. and Donovan, N. C.(1977), "Soil Liquefaction Procedures - A Review.", Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT6, pp.607∼625.
  • U.S NRC(1989), “Seismic Design Parameter”, SRP 3.7.1, Rev. 2.
  • U.S NRC(1989), "Recommendations for Resolution of Public Comments on USI A-40, Seismic Design Criteria"
  • U.S NRC(1978), “Development of Floor Design Response Spectra for Seismic Design of Floor Supported Equipment or Components”, Regulatory Guide 1.122, Rev. 1.
  • U.S NRC(1973b), “Damping Values for Seismic Design of Nuclear Power Plants”, Regulatory Guide 1.60, Rev. 1.
  • U.S NRC(1973a), “Design Response Spectra for Seismic Design of Nuclear Power Plants”, Regulatory Guide 1.60, Rev. 1.
  • U. S. Atomic Energy Commision(1963), Nuclear Reactors and Earthquakes, TID-7024, Washington, D. C., pp.367∼390.
  • Takhirov, S., Fenves, G., Fujisaki, E. and Clyde, D.(2004), "Ground Motions for Earthquake Simulator Qualification of Electrical Substation Equipment", PEER report
  • Suarez, L. E., and Montejo, L. A.(2005), "Generation of artificial earthquakes via the wavelet transform", Int. J. Solids Struct. 42, 5905∼ 5919.
  • Seed, H. B. and Lee, K. L.(1966), "Liquefaction of Saturated Sands during Cyclic Loading.", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM6, pp. 105∼134.
  • Saburo Shimada, Shigeru Noda and Takaharu Yoshida(1988), "Nonlinear Sloshing Analysis of Liquid Storage Tanks Subjected to Relatively long-Period Motions", Proceedings of Ninth World Conference on Earthquake Engineering, Vol. 6, pp. 613∼618
  • S. Brizzolara, L. Savio, M. Viviani, Y. Chen, P. Temarel, N. Couty, S. Hoflack, L. Diebold, N. Moirod & A. Souto Iglesias(2011), "Comparison of experimental and numerical sloshing loads in partially filled tanks", Ships and Offshore Structures, Vol.6, pp. 15∼43.
  • Pfaffinger, D.D.(1983), "Calculation of Power Spectra from Response Spectra", J. of Engrg. Mech. Div., ASCE, 109(1), pp.357∼372.
  • Park, Y. J.(1992), "Nonlinear 3-D Piping Analysis under Stochastic Dynamic Loads: Response Spectrum Approach", ASME/PVP Conf., ASME, NewYork, N.Y., Vol.237-1, pp.217∼222.
  • Park, H.G. and Chung, H.K.(2007), “Incorporating Genetic Algorithms into the Generation of Artificial Accelerations”, Journal of the Earthquake Engineering Society of Korea, Vol.11 No.2, pp.1∼9.
  • Olsen, R. S.(1988), "Using the CPT for dynamic site response characterization." Proceedings of the Earthquake Engineering and Soil Dynamic II Conference, Geotechnical Special Publication No.2, pp. 374∼ 388.
  • Newmark, N.M. and Rosenblueth, E.(1971), Fundamentals of Earthquake Engineering, Prentice-Hall.
  • National Disaster management institute(1998). Study on the Seismic Design Policies and Criteria(I) (in Korea)
  • N.M. Newmark Consulting Engineering Services(1973), "A Study of Vertical and Horizontal Earthquake Spectra," Urbana, Illinois, USAEC Contract No. AT(49-5)-2667, WASH-1225.
  • N. M. Newmark, John A. Blume, and Kanwar K. Kapur(1973), "Design Response Spectra for Nuclear Power Plants," ASCE Structural Engineering Meeting, San Francisco.
  • Matej Vesenjak, Heiner M llersch n, Alexander Hummel and Zoran Ren(2004), Simulation of Fuel Sloshing – Comparative Study, LS-DYNA Anwenderforum, Bamberg.
  • Malhotra, P.K., Wenk, T. and Wieland, M.(2000), “Simple Procedure for Seismic Analysis of Liquid Storage Tanks”, Structural Eng., IABSE, Vol.10, No. 3, pp. 197∼201.
  • M. A. Haroun(1983), Vibration Studies and Test of Liquid Storage Tanks, Earthquake Engineering and Structural Dynamic, Vol.11, pp.119 ∼206.
  • Liu. P. L. F.(1986), "Hydrodynamic Pressures on Rigid Dams during Earthquakes", Journal of the Fluid Mechanics Digital Archive, Cambridge University Press, Vol. 165, pp.131∼145.
  • Liu, A., Stewart, J., Abrahamson, N. and Moriwaki, Y.(2001), "Equivalent number of uniform stress cycles for soil liquefaction analysis", Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No.12, 1017∼1026.
  • Linda Al Atik. and Norman Abrahamson(2010), “An Improved Method for Nonstationary Spectral Matching”, Earthquake Spectra, Vol.26 No.3, pp.601∼617.
  • Lilhanand, K. and Tseng, W.S.(1988), “Development and application of realistic earthquake time histories compatible with multiple damping design spectra”, Proceeding of the 9th WCEE, Vol.II, pp.819∼824.
  • Lilhanand, K. and Tseng, W.(1987), "Generation of synthetic time histories compatible with multiple-damping response spectra", SmiRT-9. Lausanne, Vol. 2
  • Lee, S.H.(2009), “Enhanced Techniques for Seismic Analysis of Nuclear Power Facilities Incorporating Response-Spectrum-Compatible and Spatially Incoherent Ground Motion Input”, Ph.D. Dissertation, Hanyang University.
  • Lee, S.H. and Choi, D.H.(2006), “Generation of Target PSD Function Compatible with Design Response Spectrum”, Proceedings of EESK Conference, Vol.10, pp.637∼644.
  • Lee, H.H., Han, S.W. and Lee, L.H.(1999), “Selection of Earthquake Ground Motion for Time History Analysis”, Architectural Institute of Korea, Vol.15 No.6, pp.53∼60.
  • Lay, K. S.(1993), Seismic Coupled Modeling of Axisymmetric Tanks Containing Liquid, Journal of the Technical Council of ASCE, pp.747∼ 763.
  • Korea Electric Power Industry Code, KEPIC STB(2005), “Seismic Analysis and Seismic Capacity Evaluation of Nuclear Facilities”, 2005 Edition and 2008 Supplement.
  • Kim, Y.S., Kim, J.M., Choun Y.S. and Yun, C.B.(1992), Seismic Analysis of Rectangular Liquid Storage Structures Using Fluid Elements, Journal of Ocean Engineering and Technology, Vol.6 No.2, pp.206∼214.
  • Kim, Y.I., Nam, B.W., and Kim, Y.H.(2007), Study on the Effects of Computation Parameters in SPH Method, Journal of the Society of Naval Architects of Korea, Vol.44 No.4, pp.398∼407.
  • Kaul, M.K.(1978), “Spectrum-consistent time-history generation”, ASCE J. Eng. Mech. EM4, pp.781∼788.
  • Jeff D. Tippman, Sharat C. Prasad, and Parthiv N. Shah(2009), “2-D Tank Sloshing Using the Coupled Eulerian-Lagrangian(CEL) Capability of Abaqus/Explicit", SIMULIA Customer Conference.
  • J. J. Monaghan(1994), "Simulating Free Surface Flows with SPH", Journal of Computational Physics, Vol. 110, pp 399∼406.
  • J. J. Monaghan(1988), “An introduction to SPH”, Comput. Phys. Rep, Vol. 3, pp. 89∼96.
  • Iwasaki, T., Tatuoka, F., Tokida, K. and Yasuda, S.(1978), "A Practical Method for Assessing Soil Liquefaction Potential Based on Case Studies at Various Sites in Japan.", Proceedings of 5th Japan Earthquake Symposium, pp. 641∼648.
  • Hyun Moo Koh, Jae Kwan Kim and Jang-Ho Park(1998), "Fluid-Structure Interaction Analysis of 3-D Rectangular Tanks by a Variationally Coupled Bem-FEM and Comparison with Test Results", Earthquake Engineering and Structural Dynamics, Vol. 27, pp. 109∼124
  • Hung, T.K., and Chen, B. F.(1990), "Nonlinear Hydrodynamic Pressure on Dams", Journal of the Engineering Mechanics, ASCE, Vol. 116, pp. 1,372∼1,391.
  • Housner, G.W.(1963), “Dynamic Analysis of Fluids in Containers Subjected to Acceleration” U.S. Atomic energy Commission, Washington D.C., Nuclear Reactors and Earthquakes, Report No. TID 7024.
  • Housner, G.W.(1957), “Dynamic Pressure on Accelerated Fluid Containers,” Bulletin of Seismological Society of America, Vol. 47, No. 1, pp. 15∼35.
  • Haroun, M.A.(1980), “Dynamic Analysis of Liquid Storage Tanks”, California Institute of Technology, Report No. EERL 80-04. Haroun, M.A. and Housner, G.W. (1981), “Seismic Design of Liquid-Storage Tanks”, Journal of Technical Councils, ASCE, Vol. 107, No. TC1, pp. 191∼207.
  • H.Moghaddam, S.Sangi.(2011), “lephant's Foot Buckling of Cylindrical Steel Storage Tanks Subjected to Earthquake Excitation.”, 6th National Congress on Civil Engineering.
  • George W. Housner(1963), "The Dynamic Behavior of Water Tanks", Bulletin of the Seismological Society of America, Vol.53, No.1, pp.381∼ 387.
  • George W. Housner(1957), "Dynamic Pressure on Accelerated Fluid Container", Bulletin of the Seismological Society of America, Vol.47, No.1, pp.15∼35.
  • Gasparini, D.A., Vanmarcke, E.H.(1976), “Simulated Earthquake Motions Compatible with Prescribed Response Spectra”, Publication No. 76-4. Department of Civil Engineering, Massachusetts Institute of Technology.
  • Gasparini, D.A. and Vanmarcke, E.H.(1976), "A Program for Artificial Motion Generation, User’ Manual and Documentation", Department of Civil Engineering, MIT.
  • G.K. Bachelor(1967), "An Introduction to Fluid Dynamics", Cambridge University Press, Cambridge.
  • Fischer, D.(1979), “Dynamic Fluid Effects in Liquid-Filled Flexible Cylindrical Tanks”, Earthquake Engineering and Structural Dynamics, Vol.7, pp. 587∼601.
  • Eurocode8(2006), “Design Provisions of Earthquake Resistance of Structures, Part 4 : Silos, Tanks and Pipelines”, European Committee for Standardization, Brussels.
  • Davis, R. O. and Berrill, J. B.(1982), "Energy Dissipation and Seismic Liquefaction of Sands", Earthq, Eng. Struct, Dyn, pp. 59∼68.
  • Chwang. A. T.(1978), "Hydrodynamic Pressures on Sloping Dams during Earthquakes. Part 2. Exact Theory", Journal of the Fluid Mechanics, ASCE, pare 2, Vol. 87, pp.343∼348.
  • Chopra, A., K.(1970), "Earthquake Response of Concrete Gravity Dams", Journal of the Engineering Mechanics Division, Vol. 96, No. EM4, ASCE, pp. 443∼454.
  • Chopra, A., K.(1968), "Earthquake Behavior of Reservior-Dam Systems", Journal of the Engineering Mechanics Division, Vol. 94, No. EM6, ASCE, pp. 1,475∼1,500.
  • Chopra, A. K.(1967), “Reservoir-Dam Interaction during Earthquakes", Bulletin of the Seismological Society of America, Vol. 57, No. 4, pp. 675∼687.
  • Chopra, A. K.(1967), "Hydrodynamic Pressures in Dams during Earthquakes", Journal of the Engineering Mechanics Division, ASCE, Vol. 93, No. EM6, pp. 205∼223.
  • Choi, K.H. and Cho, S.Y.(2007), “Seismic Response of Cylindrical Steel Tanks Considering Fluid-Structure Interaction”, Steel Structures, Vol. 7, pp. 147∼152.
  • Choi, D.H. and Lee, S.H.(2003), “Multi-damping earthquake design spectra-compatible motion histories”, Nuclear Engineering and Design, Vol.226 No.3, pp.221∼230.
  • Cho, Y. S., and Liu, P. L. F.(2002), "Hydrodynamic Pressures Acting on Rigid Gravity Dams during Earthquakes", Journal of the Hydraulic Research, IAHR, Vol. 40, pp. 175∼181.
  • Chen, W., Haroun, M. A., and Liu, F.(1996), "Large Amplitude Liquid Sloshing in Seismically Excited Tanks, Earthquake Engineering and Structural Dynamics.", Vol. 25, pp. 653∼669.
  • Chen, C.(1975), “Definition of Statistically Independent Time Histories,” Readings of the American Society of Civil Engineers, Vol. 101, No. ST2.
  • Chen, B. F.(1994), "Nonlinear Hydrodynamic Pressure by Earthquakes on Dam Faces with Arbitrary Reservoir Shapes", Journal of the Hydraulic Research, IAHR, Vol. 32, pp.401∼413.
  • Baek, E. R., Choi, H. S., Kim, J. M., and Kim, N. S.(2016), "Shake Table Test of Liquid Storage Tank for Nonlinear Fluid Sloshing Analysis.", The Korean Society for Noise and Vibration Engineering.
  • Arias, A.(1970), "A measure of earthquake intensity." R. J. Hansen, ed. Seismic design for nuclear power plants, MIT Press, Cambridge, Massachusetts, pp.438∼483.
  • Anderson, J. G.(1991), "Guerrero accelerograhp array: Seismological and gertechnical lessons", Gertechnical News, Vol. 9, 34∼37.
  • Abrahamson N.A.(1992), “Non-stationary spectral matching”, Seismological research letters. 63(1), 30.
  • Abaqus/Theory Guide, Dassault Systems, USA, 2013
  • Abaqus/Example Problems Guide Volume I∼ II, Dassault Systems, USA, 2013
  • Abaqus/Analysis User's Guide Volume I ∼ V, Dassault Systems, USA, 2013
  • ASCE 4-98 (1999), Seismic analysis of safety-related nuclear structures and commentary, ASCE.
  • A. Souto lglesias, L. Perez Rojas, R. Zamora Rodriguez(2004), "Simulation of anti-roll tanks and sloshing type problems with smoothed particle hydrodynamics", Ocean Engineering, Vol. 31, pp.1169 ∼1192.
  • A. S. Veletsos(1974), Seismic Effects in Flexible Liquid Storage Tanks, Proc. Int. Assoc. for Earthquake Eng., Rome, Italy, 1, pp.630∼639.
  • A. S. Veletsos and J. Y. Yang(1977), Earthquake Response of Liquid Storage Tanks, Adv. Civil Eng. Through Eng. Mech, ASEC, pp.1∼24.
  • A. Cloagross, M. Landrini(2003), "Nuverical simulation of interfacial flows by smoothed particle hydrodynamics", Journal of Computational Physics, Vol. 191, pp. 448∼475.