최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.26 no.6, 2022년, pp.255 - 265
남현웅 (국민대학교 건설시스템공학부) , 홍기증 (국민대학교 건설시스템공학부) , 김익현 (울산대학교 건설환경공학부)
In order to determine fragility curves, the limit state of piers for each damage level is suggested in this paper based on the previous test results in Korea, including our test results. In previous studies, the quantitative measures for damage levels of piers have been represented by curvature duct...
Lee JH, Kim KM, Kim JS. Development of Post-earthquake Safety Evaluation Manual for Buildings. National Disaster Management Institute. c2012.
Korea National Railway(Korean Institute of Bridge and Structural Engineers). Bridge Seismic Design Criteria in Korea(KDS 24 17 10). Ministry of Land, Infrastructure and Transport, Korea. c2016.
AASHTO. AASHTO LRFD Bridge Design Specifications. 9th Edition. c2020.
HAZUS. Multihazard Loss Estimation Methodology, Technical Manual. National Institute of Building for the Federal Emergency Management Agency. Washington (DC). c2020, pp. 5.13-5.20.
Dutta A, Mander JB. Seismic Fragility Analysis of Highway Bridges. INCEDE-MCEER Center-to-Center Workshop on Earthquake Engineering Frontiers in Transportation Systems. Tokyo, Japan. c1998.
Chung YS, Park CY, Park JH. Seismic Fragility Analysis of RC Bridge Piers in Terms of Seismic Ductility. Journal of the Korea Concrete Institude. 2007 Febr;19(1);91-102.
Korea Facilities Safety Corporation. Seismic Performance Evaluation Guidelines for Existing Facilityes. Ministry of Land, Transport and Maritime Affairs, Korea. c2011.
International Conference of Building Officials. 1997 Uniform Building Code. ICBO, Whittier, CA. c1997.
Earthquake Engineering Society of Korea. General Seismic design (KDS 17 10 00). Ministry of Land, Infrastructure and Transport, Korea. c2018.
Park CK. Research on Confinement Steel Ratio for Seismic Performance Evaluation of Reinforced Concrete Columns. Chung-ang University, PhD dissertation. c2005.
Park JY, Chung YS, Park CG, Kim YS, Lee DH. Evaluation of Seismic Performance for RC Bridge Piers According to Longitudinal Steel Connection Method. Journal of the Korea Concrete Institude. 2002 Nov;14(2);323-329.
Chung YS, Lee JH, Kim YG, Kim H. Quasi-Static Test for Seismic Performance of R/C Bridge Piers with Lap Splices. Journal of the Korea Concrete Institude. 2001 May;13(1);877-882.
Kim H, Chung YS, Lee JH, Choi JH, Cho JS. Quasi-Static Test for Seismic Performance of Reinforced Concrete Bridge Piers with Lap Splice. Journal of the Korea Concrete Institude. 2002 May;941-946.
Seok SG, Son HS, Jung CH, Lee JH. The Experimental Study on Seismic Performance of RC Bridge Columns with Longitudinal Steel Lap Splice. Journal of the Korea Concrete Institude. 2001 May;13(1); 553-559.
Chung YS, Lee DH, KO SH, Lee JH. Seismic Performance Evaluation of Full-size Non-seismic Circular RC Bridge Piers with Longitudinal Steel Lap splice. Journal of the Korea Concrete Institude. 2004 Oct;16(5);697-707.
Lee DH, Chung YS, Lee JH, Song HJ. Seismic Performance Evaluation of RC Bridge Piers with Lap Splice of Longitudinal Steel in the Aspect Ratio of 4.0. Journal of the Korean Society of Civil Engineers. 2002 Sep;22(5-A);1193-1202.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.