지반강성을 고려한 중저층 가새모멘트저항골조의 내진목표성능평가
Seismic Object Performance Evaluation of Braced Steel Moment Resisting Frames with Low Rise Building under Different Site Stiffness
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초록
This study is the compared seismic performance that are difference between the performance of structures on various site classes and beam-column connection. this analysis model was designed the previous earthquake load. To compare the performance levels of the structure was subjected to nonlinear static and nonlinear dynamic analysis. Nonlinear analysis was used to The Perform 3D program. Nonlinear static analysis was compared with the performance point and Nonlinear dynamic analysis was compared the drift ratio(%). Analysis results, the soft site class of the displacement was more increase than rock site classes of the displacement. Also The smaller the displacement was increased beam-column connection stiffness.
Abstract
This study is the compared seismic performance that are difference between the performance of structures on various site classes and beam-column connection. this analysis model was designed the previous earthquake load. To compare the performance levels of the structure was subjected to nonlinear static and nonlinear dynamic analysis. Nonlinear analysis was used to The Perform 3D program. Nonlinear static analysis was compared with the performance point and Nonlinear dynamic analysis was compared the drift ratio(%). Analysis results, the soft site class of the displacement was more increase than rock site classes of the displacement. Also The smaller the displacement was increased beam-column connection stiffness.
참고문헌 (18)
- China, Sichuan earthquake damage into industry trends and recovery projects, "Yoo YJ", Korea Trade-Investment Promotion Agency, ~ (2008)
- Lee J, "Macroscopic analysis of the tsunami and evacuation behavior: Japan Tohoku Region Earthquake Case Study 3.11", Transportation Technology and Policy, 10(1), pp.46~52 (2013)
- American Society of Civil Engineering, "Seismic evaluation and retrofit of existing buildings. ASCE441-13, Standards ASCE", SEI 1-13, 2013
- "Since 2000-2013, the Korea earthquake records"[URL]
- Kim YS, "Structure-Soil Interaction and Seismic Analysis" (2010), Goomibook
- Ministry of Land, Infrastructure and Transport, "Korea Building Code", ~ (1996)
- KISTEC, "Existing facilities (buildings) Seismic Performance Tips", ~ (2013)
- "FEMA356-2000, Prestandard and commentary of the seismic rehabilitation of buildings", ASCE, ~ (2000)
- CALIFORNIA SEISMIC SAFETY COMMISSION, "Seismic evaluation and retrofit of concrete buildings Volume1", ATC, ~ (1996)
- Kim TW, "Effect of Strong Column-Weak Beam Consideration to Behavior of Moment Frames In most seismic design codes, strong column and weak beam", EESK. Earthquake Eng (2009)
- 남왕현, "변위계수법을 이용한 다경간 교량의 변위응답 평가", 대한토목학회 논문집A, 27(3A), pp.367~384 (2007), 대한토목학회
- "Foundation design"[URL]
- Kim DY, "A study on the application of semi-rigid connections for steel structures in Korea", KSSC J. korean society of steel construction, 13(4), pp.71~81 (2001)
- Chen WF, "Stability design of semi-rigid frames" (1995), Wiley-Interscience
- Ministry of Land, Infrastructure and Transport, "Korea Building Code", ~ (1996)
- COMPUTER & STRUCTURES INC, "PERFORM-3D Nonlinear Analysis and Performance Assessment for 3D Structures USER GUIDE", CSI, ~ (2006)
- Kim HJ, "Special Issue : Basic concepts and procedure of performance-based design of steel structures", J. of KSSC, 25(4), pp.7~12 (2013)