$\require{mediawiki-texvc}$

연합인증

연합인증 가입 기관의 연구자들은 소속기관의 인증정보(ID와 암호)를 이용해 다른 대학, 연구기관, 서비스 공급자의 다양한 온라인 자원과 연구 데이터를 이용할 수 있습니다.

이는 여행자가 자국에서 발행 받은 여권으로 세계 각국을 자유롭게 여행할 수 있는 것과 같습니다.

연합인증으로 이용이 가능한 서비스는 NTIS, DataON, Edison, Kafe, Webinar 등이 있습니다.

한번의 인증절차만으로 연합인증 가입 서비스에 추가 로그인 없이 이용이 가능합니다.

다만, 연합인증을 위해서는 최초 1회만 인증 절차가 필요합니다. (회원이 아닐 경우 회원 가입이 필요합니다.)

연합인증 절차는 다음과 같습니다.

최초이용시에는
ScienceON에 로그인 → 연합인증 서비스 접속 → 로그인 (본인 확인 또는 회원가입) → 서비스 이용

그 이후에는
ScienceON 로그인 → 연합인증 서비스 접속 → 서비스 이용

연합인증을 활용하시면 KISTI가 제공하는 다양한 서비스를 편리하게 이용하실 수 있습니다.

지반-구조물-설비 상호작용을 고려한 지진응답 특성에 관한 해석적 연구
An Analytical Study on Seismic Response Characteristics Considering Soil-Structure-Equipment Interaction 원문보기

한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.27 no.6, 2023년, pp.253 - 263  

오현준 (홍익대학교 건축공학과) ,  김유석 (홍익대학교 건축공학부)

Abstract ▼ AI-Helper 아이콘AI-Helper

Non-structural elements, such as equipment, are typically affixed to a building's floor or ceiling and move in tandem with the structure during an earthquake. Seismic forces acting upon non-structural elements traverse the ground and the building's structure. Considering this seismic load transmissi...

주제어

#Nonstructural elements   #Soil-Structure-Equipment Interaction (SSEI)   #Floor Response Spectrum (FRS)   #Earthquake response analysis  

참고문헌 (46)

  1. Applied Technology Council (ATC). Reducing the Risks of Non-structural Earthquake Damage - A Practical Guide(FEMA E-74):？Washington, D.C.; c2012. 

  2. Lee SH, Cho TG, Lim HT, Choi BJ. Damage of Gyeongju 9.12？Earthquakes and Seismic Design Criteria for Nonstructural Elements.？EESK J Earthquake Eng. 2016 Dec;20(7):561-567. 

  3. Lee CH, Jun SC. Review of equivalent static and dynamic methods？for seismic design of non-structural components. Magazine of the？Korean Society of Steel Construction. 2020 Feb;32(1):8-16. 

  4. Newmark NM. Earthquake response analysis of reactor structures.？Nuclear Engineering and Design. 1972 Jul;20(2):303-322. 

    상세보기

  5. NEHRP Consultants Joint Venture. Soil-structure interaction for？building structures(NIST GCR 12-917-21): A partnership of the？Applied Technology Council and the Consortium of Universities for？Research in Earthquake Engineering. Washington D.C.; c2012. 

  6. Federal Emergency Management Agency (FEMA). A Practical guide？to soil-structure interaction(FEMA P-2091): Washington, D.C.; c2020. 

  7. American Society of Civil Engineers. Minimum Design Loads and？Associated Criteria for Buildings and Other Structures(ASCE/SEI？7-16): Reston; c2017. 

  8. Applied Technology Council (ATC). Recommendations for Improved？Seismic Performance of Nonstructural Components(NIST GCR 18-917-43): National Institute of Standards and Technology; c2017. 

  9. Federal Emergency Management Agency (FEMA). Recommended？provisions for improvement of nonlinear static seismic analysis？procedures. FEMA-440. Washington, D.C.; c2005. 

  10. Lizundia B. Proposed nonstructural seismic design force equations.？2019 SEAOC Convention proceedings, 2019 Aug 28-31, Squaw Creek,？California: c2019. 

  11. Villaverde R. Earthquake resistant design of secondary structures :？A report on the state of the art. 11th World Conference on？Earthquake Engineering, 1996 Jun 23-28, Acapulco, Mexico: c1996. 

  12. Chen Y, Soong TT. Seismic response of secondary systems.？Engineering Structures. 1988 Oct;10(4):218-228. 

    상세보기

  13. Singh MP. Seismic design of secondary systems. Probabilistic？engineering mechanics. 1988 Sep;3(3):151-158. 

    상세보기

  14. Bae CH, Lee CH, Jun SC. Evaluation of Seismic Design Parameters？for Nonstructural Components Based on Coupled Structure-Nonstructural 2-DOF System Analysis. EESK J Earthquake Eng.？2022 May;26(3):105-116. 

  15. Cho SG, Gupta A. Generation of floor response spectra considering？coupling effect of primary and secondary system. EESK J Earthquake？Eng. 2020 Jul;24(4):179-187. 

  16. Gupta AK, Tembulkar JM. Dynamic decoupling of secondary systems,？Nuclear Engineering and Design. 1984 Sep;81(3):359-373. 

    상세보기

  17. U. S. Nuclear Regulatory Commission. Standard review plan for the？review of safety analysis reports for nuclear power plants (NUREC？75-087): Washington, D.C.; c1975. 

  18. American Society of Civil Engineers, Seismic analysis of safety-related nuclear structures and commentary(ASCE 4-98): Reston; c2000. 

  19. Fouquiau PV, Barbier F, Chatzigogos CT. New dynamic decoupling？criteria for secondary systems, 16th European Conference on？Earthquake Engineering, 2018 Jun 18-21; Thessaloniki, Greece: c2018. 

  20. Meek JW, Wolf JP. Why cone models can represent the elastic？half-space. Earthq. Eng. Struct. Dyn. 1993 Sep;22(9):759-771. 

  21. Wolf JP. Foundation vibration analysis using simple physical？models. 1st ed. Prentice Hall Englewood Cliffs NJ; c1994. 423 p. 

  22. Ghannad MA, Ahmadnia A. The effect of soil-structure interaction？on inelastic structural demands. European Earthquake Engineering.？2006;20(1):23-35. 

    상세보기

  23. Ghannad MA, Jahankhah H. Site-dependent strength reduction？factors for soil-structure systems, Soil Dynamics & Earthquake？Engineering. 2007 Feb;27(2): 99-110. 

  24. Nakhaei M, Ghannad MA. The effect of soil-structure interaction on？damage index of buildings. Engineering Structures. 2008 Jun;30(6):1491-1499. 

    상세보기

  25. Wolf JP, Deeks AJ. Foundation Vibration Analysis : A Strength-of-Materials Approach, Elsevier Oxford; c2004. 240 p. 

  26. Khoshnoudian F, Ahmadi E. Effects of inertial soil structure？interaction on inelastic displacement ratios of SDOF oscillators？subjected to pulse-like ground motions. Bull Earthquake Eng. 2015 Jun;13:1809-1833. 

  27. Ahmadi E, Khoshnoudian F, Hosseini M. Importance of soil material？damping in seismic responses of soil-MDOF structure systems.？Soils and Foundations. 2015 Feb;55(1):35-44. 

    상세보기

  28. Kostov M. Seismic soil-structure-equipment interaction analysis？of unit 5/6, Kozloduy NPP: International Atomic Energy Agency:？Vienna; c1995. 

  29. Wen B, Zhang L, Niu D. Zhang M. Soil-structure-equipment？interaction and influence factor in an underground electrical？substation under seismic loads. Appl. Sci. 2017 Oct;7(10):1044. 

  30. Zhang C, Jiang N. A shaking table real-time substructure？experiment of an eq uipment-structure-soil interaction system.？Advances in Mechanical Engineering. 2017 Oct;9(10):1-12. 

  31. Zhang C, Jinang N. Effects of equipment-structure-soil interaction？on seismic response of equipment and structure via real-time？dynamic substructuring shaking table testing. Shock and Vibration.？2017 Nov;2017(1):1-13. 

  32. Jiang N. Luo L, Bi J. Effects of soil on the energy response of？equipment-structure systems with different connection types？between the equipment and structure. Struct Design Tall Spec？Build. 2020 Jun;29(9):e1735. 

  33. Korea Construction Standard Center. Seismic Building Design Code？(KDS 41 17 00); c2019. 

  34. American Society of Civil Engineers. Minimum Design Loads and？Associated Criteria for Buildings and Other Structures(ASCE/SEI？7-22): Reston; c2022. 

  35. Kiureghian AD, Sackman JL, Noir-Omid B. Dynamic response of？light equipment and structures(Report No. UCB/EERC-81/05):？Earthquake Engineering Research Center: Berkeley: c1981. 

  36. Chopra AK. Dynamics of Structures. 4th ed. Prentice Hall; c2014. 

  37. Veletsos AS, Nair VV. Seismic interaction of structures on？hysteretic foundations. Journal of Structural Engineering. 1975 Jan;101(1):109-129. 

  38. Bielak J. Dynamic behavior of structures with embedded foundations.？Earthquake Engineering and Structural Dynamics. 1974;3(3):259-274. 

  39. Stewart JP, Seed RB, Fenves GL. Seismic soil-structure interaction？in buildings. II : empirical findings. J Geotech Geoenviron Eng.？1999 Jan;125(1):38-48. 

    상세보기

  40. Ganjavi B, Hajirasouliha I, Bolourchi A. Optimum lateral load？distribution for seismic design of nonlinear shear-buildings considering soil-structure interaction. Soil Dynamics and Earthquake？Engineering. 2016 Sep;88:356-368. 

    상세보기

  41. Ganjavi B, Hao H. A parametric study on the evaluation of ductility？demand distribution in multi-degree-of-freedom systems considering？soil-structure interaction effects. Engineering Structures. 2012 Oct;43:88-104. 

    상세보기

  42. Veletsos AS, Meek JW. Dynamic behavior of building-foundation？systems. Earthquake Engineering and Structural Dynamics, 1974;3(2):121-138. 

  43. US Nuclear Regulatory CommissionRegulatory Guide 1.60: Design？Response Spectra for Seismic Design of Nuclear Power Plants. c2014. 

  44. Kalkan E, Kunnath S. Effects of Fling Step and Forward Directivity？on Seismic Response of Buildings. Earthquake Spectra. 2006 May;22(2):367-390. 

    상세보기

  45. Ghannad MA, Amiri A, Ghahari SF. Effects of Soil-Structure？Interaction on Response of Structures Subjected to Near-Fault？Earthquake Records. 2008 Seismic Engineering Conference？Commemorating the 1908 Messina and Reggio Calabria Earthquake,？2008 Jul 8-11, Reggio Calabria, Italy: c2008. 

  46. Oh SH, Kim JC. A Study on the Acceleration Response Amplification？Ratio of Buildings and Non-structural Components Considering？Long-Period Ground Motions. EESK J Earthquake Eng. 2023 Jan;27(1):1-12. 

관련 콘텐츠

오픈액세스(OA) 유형

GOLD

오픈액세스 학술지에 출판된 논문

이 논문과 함께 이용한 콘텐츠

저작권 관리 안내
섹션별 컨텐츠 바로가기

AI-Helper ※ AI-Helper는 오픈소스 모델을 사용합니다.

AI-Helper 아이콘
AI-Helper
안녕하세요, AI-Helper입니다. 좌측 "선택된 텍스트"에서 텍스트를 선택하여 요약, 번역, 용어설명을 실행하세요.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.

선택된 텍스트

맨위로