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Architecture & Urban Research Institute

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³í¹®¸í ³³-ÀûÃþ°í¹«¹ÞħÀÇ ÁöÁø¾ÈÁ¤¼º ¹× ÇǷΰŵ¿ ½ÇÇè / Seismic Stability and Fatigue Performance Test of Lead Rubber Bearings / Ưº° Session : ³»Áø½ÇÇè±â¼úÀÇ ÃÖ±Ù µ¿Çâ
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¼ö·Ï»çÇ× Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý (2006-03)
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¿ä¾à1 º» ¿¬±¸¿¡¼­´Â ±¹°¡ ½Ã¼³¹° ³»Áø´ëÃ¥À¸·Î¼­ ³³-ÀûÃþ°í¹«¹Þħ(LRB)¸¦ ÀÌ¿ëÇÑ ³»Áø¼³°è°¡ ½Å·Ú¼º ÀÖ´Â À¯È¿ÇÑ ¼ö´ÜÀ¸·Î ³Î¸® ÀÎ½ÄµÉ ¼ö ÀÖµµ·Ï ±¹³»ÀÇ ÁöÁøÈ¯°æ, ÁöÁø°Ý¸®ÀåÄ¡ Á¦ÀÛ¾÷üÀÇ ÇöȲ µîÀ» ¹Ý¿µÇÏ¿© ½Ç¿ë¼º°ú ½Å·Ú¼ºÀ» °®Ãá ÁöÁø°Ý¸®ÀåÄ¡ ¼º´ÉÆò°¡¸¦ À§ÇÑ ½ÇÇèÀ» ½Ç½ÃÇÏ¿´´Ù.
¿ä¾à2 In this study, performance level evaluation tests have been actually performed on laminated rubber seismic isolation bearings (LRB) made in Korea. To provide basic data for setting up fabrication criteria and performance evaluation criteria three real scale LRB were tested and the test results were analysised. Accordingly, a large capacity test device has been designed and manufactured to implement the tests. The device selected for evaluation is a circular LRB actually applied in bridges. Evaluation tests were conducted using full-scale LRB with diameter of 851mm in the rubber part and total height of 215mm of which the effective horizontal stiffness and equivalent damping ratio have been measured during the experiments.
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