Progressive collapse and robustness of modular high-rise buildings
Huu-Tai Thai, Quang Vu Ho, Wenqian Li, Tuan Ngo
STRUCTURE AND INFRASTRUCTURE ENGINEERING | TAYLOR & FRANCIS LTD | Published : 2021
Contrary to conventional buildings, the structural robustness of modular high-rise buildings has not been studied due to the lack of the numerical and experimental studies and design guides. To gain a better understanding of their structural robustness against progressive collapse, this paper investigates the robustness of modular high-rise buildings using the alternative load path method with nonlinear time-history analysis. A numerical model of a typical modular tall building subjected to a corner module removal scenario was developed to explore its typical response, resistance mechanism and progressive collapse. A comprehensive parametric study was then performed to examine the effects of..View full abstract
Awarded by Australian Research Council (ARC)
This work was supported by the Australian Research Council (ARC) under its Future Fellowship Grant (FT200100024) awarded to the first author. The financial support is gratefully acknowledged.