다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기
한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.8 no.5 = no.39, 2004년, pp.1 - 14
AI-Helper
The seismic behavior of a 1/3-scale model of a two-story unreinforced masonry (URM) structure typically used in constructing low-rise residential buildings in Korea is studied through a shaking table test. The purposes of this study are to investigate seismic behavior and damage patterns of the URM ...
Abrams, D. P. and Shah N., 'Cyclic Load Testing of Unreinforced Masonry Walls,' ACTC No. 92-26-10, U.S. Army Research Office Triangle Park, NC, 1992
Calvi, G.M. and Magenes G., 'Experimental Research on Response of URM Building Systems,' Proceedings of the U.S.-Italy Workshop on Guideleines for Seismic Evaluation and Rehabilitation of Unreinforced Masonry Buildings, Section III, 1994,41-57
Costley, A. C. and Abrams, D. P., 'Dynamic Response of Unreinforced Masonry Buildings with Flexible Diaphragms,' Report No.NCEER-96-0001, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, New York, USA, 1996
Harris, H.G. and Sabnis, G. M, Structural Modeling and Experimental Techniques, $2^{nd}$ edition, CRC Press, 1999
Architectural Institute of Korea, Korean Building Code, 2000
SEAOC, Performance-Based Seismic Engineering of Buildings, SEAOC, 1995
SEAOC, Recommended Lateral Force Requirements and Commentary, $7^{th}$ Ed. SEAOC, 1999
Copyright KISTI. All Rights Reserved.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.