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http://dx.doi.org/10.7734/COSEIK.2021.34.6.417

Progressive Collapse Resistance Analysis of Precast Concrete Building Structures in Korea  

Kim, Sung-Hyun (Institute of Construction and Environmental Engineering, Seoul National University)
Kang, Joon-Hee (School of Architecture, Soongsil University)
Hwang, Hyeon-Jong (School of Architecture, Konkuk University)
Choi, Ha-Jin (School of Architecture, Soongsil University)
Kang, Su-Min (School of Architecture, Soongsil University)
Publication Information
Journal of the Computational Structural Engineering Institute of Korea / v.34, no.6, 2021 , pp. 417-426 More about this Journal
Abstract
Recently, use of the precast concrete (PC) system, which can increase economy by minimizing field work, has rapidly increased. However, the PC system cannot exhibit structural performance under construction, specifically before integration between members. Furthermore, since it is difficult to secure the structural integrity of beam-column joints even after construction, the PC system is vulnerable to progressive collapse. In the PC system, various types of details for PC beam-column joints have been proposed, while the structural/construction details of PC system generally used in Korea differ from those of overseas PC systems. However, studies on the progressive collapse of the domestic PC system are limited. Thus, in this study, we investigated the structural/construction details of PC beam-column joints mainly used in Korea. Based on the investigation, for the prototype PC system with typical joint details, a nonlinear finite element analysis was carried out to evaluate its structural performance under progressive collapse. Further, a parametric study was performed, and the effect of the design parameters was investigated, to recommend a method to improve the progressive collapse resistance of the PC system.
Keywords
PC system; progressive collapse resistance; nonlinear finite element analysis; structural design; beam-column joint;
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