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³í¹®¸í MIDAS GENÀ» ÀÌ¿ëÇÑ Á¶ÀûÁ¶ °Ç¹°ÀÇ ºñ¼±Çü Á¤ÀûÇØ¼® / Nonlinear Static Analysis of Unreinforced Masonry Building by Using the MIDAS GEN / ´ëÇпø»ý Çмú¹ßÇ¥
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¼ö·Ï»çÇ× Çѱ¹ÁöÁø°øÇÐȸ Ãß°è¿öÅ©¼¥ ¹ßÇ¥³í¹®Áý (2010-09)
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¿ä¾à2 Recently, seismic performance of unreinforced masonry residential buildings becomes a popular issue in the country. Therefore, structural engineers come to increasing needs to analyze the masonry buildings. However, MIDAS GEN, which is a structural analysis and design tool used by most structural design companies in the country, does not provide input items for masonry structures. In this background, this paper introduces a way to analyze masonry buildings using MIDAS GEN. A two-story unreinforced masonry residential building were selected and nonlinear pushover analysis was conducted using the introduced way. A little error was detected, but it may provide structural engineers with valuable information.
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