최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국전산구조공학회논문집 = Journal of the computational structural engineering institute of Korea, v.36 no.6, 2023년, pp.371 - 380
박상기 (한국건설기술연구원 구조연구본부) , 조정래 (한국건설기술연구원 구조연구본부) , 조창백 (한국건설기술연구원 구조연구본부) , 김동찬 (한국건설기술연구원 지반연구본부) , 이진혁 (한국건설기술연구원 구조연구본부)
지진취약도를 산정하기 위해서는 목표 부지의 특성을 제대로 표현할 수 있는 입력 지진파의 산정이 중요하다. 본 논문에서는 국내외 강진 및 중‧약진 지역에서의 입력 지진파에 대한 단자유도 모델의 지진취약도를 분석하였다. 분석을 위한 첫 번째 단계로, 국외 강진 기록 중 근/원거리에서 측정한 2개의 입력 지진파 세트와 국내 중·약진 지역 특성에 적합한 입력 지진파 2개의 세트, 총 4개의 입력 지진파 세트를 선정하였다. 대상 구조물로는 3가지 고유주기에 대한 비선형 단자유도 모델을 적용하였고, 취약도 분석을 위해 증분동적해석을 이용하였다. 또한, 4가지 손상 상태를 정의하고, 손상 상태 각각에 대해 4가지 입력 지진파 세트의 고유주기별 지진취약도 결과를 제시하였다.
To calculate seismic fragility, it is important to select input earthquake ground motions that can properly express the characteristics of the target site. This study analyzed the seismic fragility of a single-degree-of-freedom (SDOF) model based on input earthquake ground motions in strong and low-...
Baker J.W. (2015) Efficient Analytical Fragility Function Fitting?Using Dynamic Structural Analysis, Earthq. Spectra, 31(1),?pp.79~99.?
Baker J.W., Bradley, B.A., Stafford, P.J. (2021) Seismic Hazard?and Risk Analysis, Cambridge University Press, pp.1~578.?
Choi, E., DesRoches, R., Nielson, B. (2004) Seismic Fragility of?Typical Bridges in Moderate Seismic Zones, Eng. Struct.,?26(2), pp.187~199.?
Chopra, A.K., Goel R.K. (2001) A Modal Pushover Analysis?Procedure to Estimate Seismic Demands for Buildings: Theory?and Preliminary Evaluation, PEER Report 2001/03, Pacific?Earthquake Engineering Research Center, College of Engineering,?University of California Berkeley, pp.5~7.?
FEMA (2009) Quantification of Building Seismic Performance?Factors (FEMA P695), Federal Emergency Managment Agency,?Washington. D.C.?
Jeong, G.H., Lee, H.S., Hwang, K.R., Kwon, O., Kim, S. (2016)?Seismic Fragility Analysis of High-Rise RC Box-Type Wall?Building Structures, J. Earthq. Eng. Soc. Korea, 20(3), pp.?155~162.?
Jeong, S., Choi, S., Kim, K. (2008) Rapid Seismic Vulnerability?Assessment Method for Generic Structures, J. Korea Concr.?Inst., 20(1), pp.51~58.?
Kim, H.S., Song, J.K. (2010) Effect of Near- and Far-Fault Earthquakes for Seismic Fragility Curves of PSC Box Girder?Bridges, J. Earthq. Eng. Soc. Korea, 14(5), pp.53~64.?
Kim, J.K., Kim, J.H., Lee, J.H., Heo, T.M. (2016a) Development?of Korean Standard Horizontal Design Spectrum Based on?the Domestic and Overseas Intra-plate Earthquake Records,?J. Earthq. Eng. Soc. Korea, 20(6), pp.369~378.?
Kim, J.K., Kim, J.H., Lee, J.H., Heo, T.M. (2016b) Development?of Korean Standard Vertical Design Spectrum Based on the?Domestic and Overseas Intra-plate Earthquake Records, J.?Earthq. Eng. Soc. Korea, 20(6), pp.413~424.?
Kong, S., Kim, Y., Moon, J., Song, J. (2023) Development of?System-Level Seismic Fragility Methodology for Probabilistic?Seismic Performance Evaluation of Steel Composite Box?Girder Bridges, J. Comput. Struct. Eng. Inst. Korea, 36(3),?pp.173~184.?
Kong, S., Moon, J., Song, J.K . (2022) System-Level Seismic?Fragility Evaluation of Bridge Considering Aging Effects, J.?Comput. Struct. Eng. Inst. Korea, 35(3), pp.149~158.?
Lee, J., Cha, K ., Song, S., Kong, J.S. (2015) Visualization?Technology of GIS Associated with Seismic Fragility Analysis?of Buried Pipelines in the Domestic Urban Area, J. Comput.?Struct. Eng. Inst. Korea, 28(2), pp.177~185.?
Lee, S., Yi, W., Kim, H. (2014) Seismic Fragility Functions for?Steel Moment Resisting Frames using Incremental Dynamic?Analyses, J. Comput. Struct. Eng. Inst. Korea, 27(6), pp.149~158.?
Lee, S., Yoon, S., Song, H., Lee, J., Lee, Y. (2023) Comparative?Study on Seismic Fragility Curve Derivation Methods of?Buried Pipeline Using Finite Element Analysis, J. Earthq.?Eng. Soc. Korea, 27(5), pp.213~220.?
MLIT (2018) Korea Seismic Design Standard (KDS 17 10 00),?Ministry of Land, Infrastructure and Transport, Sejong-si,?Korea.?
Park, H.S., Nguyen, D., Lee, T. (2016) Seismic Fragilities of?Bridges and Transmission Towers Considering Recored Ground?Motions in South Korea, J. Earthq. Eng. Soc. Korea, 20(7),?pp.435~441.?
Shinozuka, M., Feng, M.Q., Lee, J., Naganuma, T. (2000) Statistical?Analysis of Fragility Curves, J. Eng. Mech., 126(12), pp.?24~31.?
Somerville, P., Smith, N., Punyamurthula, P., Sun, J. (1997)?Development of Ground Motion Time Histories for Phase 2 of?the FEMA/SAC Steel Project, SAC Joint Venture, Report No.?SAC/BD-97/04.?
Yi, S., Papaknstantinou K.G., Andriotis C.P., Song, J. (2021)?Appraisal and Mathematical Properties of Fragility Analysis?Model, The 13th International Conference on Structural Safety?and Reliability (ICPSSAR),Sanghai, P.R. China.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.