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NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.8 no.5 = no.39, 2004년, pp.1 - 14
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 ...
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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
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SEAOC, Recommended Lateral Force Requirements and Commentary, $7^{th}$ Ed. SEAOC, 1999
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