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¹Ýº¹ÇÏÁßÀ» ¹Þ´Â ÇÁ¸®Ä³½ºÆ® ÄÜÅ©¸®Æ® ¼¼±×¸ÕÆ® Á¢ÇÕºÎÀÇ ±¸Á¶°Åµ¿¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸ / Experimental Study on Structural Behavior of Joints for Precast Concrete Segment under Cyclic Loading / Á¦¥±-2ºÐ°ú °Ç¹°ÀÇ ³»Áø¼³°è ¹× ¼º´ÉÆò°¡¥± |
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Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý (2010-03) |
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½ÃÀÛÆäÀÌÁö(111) ÃÑÆäÀÌÁö(4) |
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The purpose of this paper is to propose a precast segment joint and estimate the performance to enhance the structural capacity. One monolithic and two segmental specimens were manufactured and tested under cyclic lateral loading. Post-tension was utilized all segmental specimens at the segment joint and shear key was applied as a variable. Test results showed that behavior of all segmental specimens was similar to that of monolithic specimens. Furthermore, the segmental specimens were more adequate than monolithic specimen in terms of ductile behavior. This result indicates the improved structural performance of proposed joint. |