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Architecture & Urban Research Institute

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³í¹®¸í ÀϹæÇ⠹ݺ¹°¡·ÂÀ» ¹Þ´Â HPFRCC·Î º¸°­ÇÑ ºñ³»Áø ±âµÕÀÇ À̷°ŵ¿ / Cyclic Behavior of the HPFRCC Column With Short Lap Splices Under Unidirectional Loading
ÀúÀÚ¸í °­È£Àç(Kang, Ho Jae) ; ÇÑ»óȯ(Han, Sang Whan)½Äº°ÀúÀÚ
¹ßÇà»ç Çѱ¹ÁöÁø°øÇÐȸ
¼ö·Ï»çÇ× Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý, Vol.26 No.6(Åë±Ç 150È£) (2022-11)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(247) ÃÑÆäÀÌÁö(7)
ISSN 1226-525X
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ÁÖÁ¦¾î ; Older RC column; Seismic behavior; HPFRCC; Unidirectional loading; Short lap splices
¿ä¾à2 The columns of older reinforced concrete (RC) buildings generally have limited reinforcement details. Thus, they could be vulnerable to earthquake ground motions, leading to partial or complete building collapse. In this study, high-performance fiber-reinforced cementitious composite (HPFRCC) was applied to RC columns to improve their seismic behavior. Experimental tests were conducted with two full-sized specimens with limited reinforcement details, including short lap splices, while unidirectional loadings were applied to the specimens. The seismic behavior of RC columns was substantially improved by using HPFRCC.
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DOI https://doi.org/10.5000/EESK.2022.26.6.247
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