Precast RC structures' progressive collapse resistance: Current knowledge and future requirements

被引:34
作者
Alshaikh, Ibrahim M. H. [1 ]
Abadel, Aref A. [2 ]
Alrubaidi, Mohammed [3 ]
机构
[1] Univ Sci & Technol, Fac Engn, Dept Civil Engn, Sanaa, Yemen
[2] King Saud Univ, Coll Engn, Dept Civil Engn, Riyadh 11421, Saudi Arabia
[3] Emirates Int Univ, Coll Engn & Informat Technol, Dept Civil Engn, Sanaa, Yemen
关键词
Review; Progressive collapse; Column removal scenario; Robustness; Precast RC structures; Resistance mechanism; Overview; COLUMN SUB-ASSEMBLAGES; SEISMIC PERFORMANCE; CONNECTIONS; FRAGILITY; BEHAVIOR; DESIGN;
D O I
10.1016/j.istruc.2021.12.086
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Precast construction has received a lot of interest over the last few decades. Among the advantageous aspects of precast structures are superior quality, faster construction, and lower costs of the building. However, precast concrete buildings suffer from poor structural continuity, which makes them susceptible to various incidents of progressive collapse in comparison with the regular cast-in-situ concrete structures. Therefore, a comprehensive review of the most significant advancements in terms of enhancing the precast concrete structures' progressive collapse resistance has been conducted in this paper. The review includes the latest advancements in strength-ened schemes of precast concrete beam-column and beam-column-slab connections. The paper aims to provide researchers, designers, and experts that are interested in investigating the precast concrete (PC) structures' progressive collapse with useful insights. The conducted review is particularly useful for scholars, who are keen on obtaining adequate and up-to-date knowledge so that the current weaknesses and gaps are carefully addressed in further studies.
引用
收藏
页码:338 / 352
页数:15
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