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NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.27 no.1, 2023년, pp.13 - 24
곽병훈 (인천대학교 일반대학원 건축학과) , 안숙진 (인천대학교 일반대학원 건축학과) , 박지훈 (인천대학교 도시건축학부)
In this study, alternative seismic force-resisting systems for plant structure supporting equipment were designed, and the seismic performance thereof was compared using nonlinear dynamic analysis. One alternative seismic force-resisting system was designed per the requirement for ordinary moment-re...
KDS 41 17 00. Seismic Building Design Code. Korea Construction?Standards Center. c2019.
Kwak BH, Park JH, Ahn SJ. Comparison of Seismic Performance?and Material Quantity between Code-based and Performance-based Seismic Design of a Equipment-Supporting Plant Structure. 2022. In EESK Workshop, p.21-22.
Oh SH, Kim YH, Ryu HS, Kim YJ, Park HY. Experimental?verification of seismic performance of built-up beam-to-column?connections with ductile detail. Journal of Consturctional Steel?Research. 2021 Jan;176. Article 106397.
Kim SH, Lee SH, Kim JH, Kim DJ, Choi SM. An Experimental Study?on the Hysteresis Behavior of WUF-B Beam-Column Connection?using SN steel. Journal of Korean Society of Steel Construction.?2008;20(6):807-815.
Oh SH, Choi YJ, Yoon SK, Lee DG. Evaluating Seismic Performance?of Steel Welded Moment Connections Fabricated with SN steel.?Journal of Korean Society of Steel Construction. 2010;22(3):271-280.
KDS 41 31 00. Korean Building Code for Steel Structures. Korea?Construction Standards Center. c2019.
Kim SY, Shin CH. Seismic Performance Evaluation of Beam-Column Connection for Panel Zone Strength. Journal of Korean?Society of Hazard Mitigation. 2007 Mar;7(1):11-20.
Lee CH, Kim JH. Effects of PZ Strength on Cyclic Seismic Performance of RBS Steel Moment Connections. EESK J. Earthquake?Eng. 2006 Jun;10(3):149-158.
A. Moslehi Tabar, A. Deylami. Instability of beams with reduced?beam section moment connections emphasizing the effect of column?panel zone ductility. Journal of Constructional Steel Research.?2005 Nov;61(11):1475-1491.
American Society of Civil Engineers. ASCE 41-17 Seismic Evalution?and Retrofitting Techniques for Unreinforced Masonry Buildings. c2017.
National Institute of Standards and Technology. Recommended?modeling parameters and acceptance criteria for nonlinear analysis in support of seismic evaluation, retrofit, and design. NIST GCR?17-917-45, Gaithersburg, MD. c2017.
Han SW, Kwon GU. Seismic Performance Evaluation of WUF-B?Connections Part 1. Experimental Investigation. Journal of Architectural Institute of Korea. 2003 Nov;19(11):33-40.
Lee CH, Kwon KT, Jung JH, Oh MH, Koo ES. Cyclic Seismic Testing?of Steel Moment Connections Reinforced with Welded Straight?Haunch. EESK J. Earthquake Eng. 2002 Aug;6(4):31-37.
National Institute of Standards and Technology. Evaluation of the?FEMA P-695 Methodology for Quantification of Building Seismic?Performance Factors. c2010.
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