다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기
한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.26 no.3, 2022년, pp.137 - 147
김찬호 (단국대학교 건축학부) , 이승제 (단국대학교 건축학부) , 허석재 (단국대학교 내진리모델링연구소) , 엄태성 (단국대학교 건축학부)
AI-Helper
This study investigated the seismic performance of reinforced concrete (RC) wall-slab frames with masonry infills. Four RC wall-slab frames with or without masonry infill were tested under cyclic loading. The RC frames were composed of in-plane and out-of-plane walls and top and bottom slabs. For ma...
Korea Infrastructure Safety Corporation. Guide Lines for Seismic Performance Evaluation for Existing Buildings. c2013.
MOE. Seismic Performance Evaluation and Retrofit Manual for School Facilities. Ministry of Education (MOE). Sejong, Korea. c2019.
ASCE. Prestandard and Commentrary for the Seismic Rehabilitation of Buildings (FEMA 356). Federal Emergency Management Agency (FEMA). Nov. Washington D.C. USA. c2000.
American Society of Civil Engineers. ASCE 41-17 Seismic Evaluation and Retrofit of Existing Buildings. c2017.
Ko H, Kim HS, Park YK, Lee DG. Evaluation of Seismic Behavior for RC Moment Resisting Frame with Masonry Infill Walls. EESK J. Earthquake Eng. 2010 Oct;10(5):13-22.
Cho WS, Lee SH, Chung L, Kim HJ, Kim SJ, Yu EJ. Seismic Performance Evaluation of Reinforced Concrete Frame with Unreinforced Masonry Infill. Journal of Architectural Institute of Korea-Structural, 2012 Mar;28(3):31-41.
Park JH, Jeon SH, Kang KS. Seismic Performance Evaluation of Masonry-Infilled Frame Structures using Equivalent Strut Models. EESK J. Earthquake Eng. 2012 Feb;16(1):47-59.
Moon KH, Jeon YR, Lee CS, Han SW. Evaluation of Performance of Korean Existing School Buildings with Masonry Infilled Walls Against Earthquakes. EESK J. Earthquake Eng. 2012 Dec;16(6):37-46.
Yu EJ, Kim MJ, Jung DG. A Comparison Study of Equivalent Strut Models for Seismic Performance Evaluation of Masonry-Infilled Frame. EESK J. Earthquake Eng. 2014 Apr;18(2):79-87.
Yu EJ, Kim MJ, Lee SH, Kim CM. Relation between Shear Strength of Masonry infills and Seismic Performance of Masonry-infilled Frames. EESK J. Earthquake Eng. 2015 Aug;19(4):173-182.
Holmes M, Malcolm RJ. Steel Frames with Brickwork and Concrete Infilling. ICE Proceedings. 1961;19(4).
Crisafulli FJ. Seismic behaviour of Reinforced Concrete Structures with Masonry Infills. Ph.D. Dissertation. University of Canterbury. New Zealand. c1997.
El-Dakhakhni WW, Mohamed E, Hamid AA. Three-Strut Model for Concrete Masonry-Infilled Steel Frames. Journal of Structural Engineering. 2003;129(2):127-185.
Dolsek M, Fajfar P. Mathematical Modelling of an Infilled RC Frame Structure based on the Results of Pseudo-Dynamic Tests. Earthquake Engineering and Structural Dynamics. 2002;31(6):1215-1230.
Paulay T, Priestley MJN. Seismic Design of Reinforced Concrete and Masonry Buildings. Wiley. USA. c1992.
Stafford-Smith B. Behavior of Square Infilled Frames. Journal of the Structural Division. ASCE. 1966;92(1):381-404.
Lee SJ, Eom TS, Yu EJ. Investigation of Diagonal Strut Actions in Masonry.Infilled Reinforced Concrete Frames. International Journal of Concrete Structures and Materials. 2021;15(6).
Kim JH, Eom TS, Kim JW. UHD-Wall Development of Seismic Reinforcement for Small-Scale Deteriorated Buildings. R&D Report submitted to KAIA. c2022.
MOLIT. Design Code of Development and Splice for Concrete Structures (KDS 14 20 52). Ministry of Land, Infrastructure, and Transport (MOLIT). Sejong, Korea. c2019.
Copyright KISTI. All Rights Reserved.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.