Stability of the RC Column under Horizontal Impacts by A. V. Alekseytsev

“…Results of researches can be used for an estimation of resistance to the progressive collapse of reinforced concrete structures at their variants design and optimization.…”
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Prediction of Punching Capacity of Slab-Column Connections without Transverse Reinforcement Based on a Backpropagation Neural Network by Jie Bu, FanZhen Zhang, Meng Zhu, Zhiyang He, Qigao Hu

“…Punching shear failure of slab-column connections can cause the progressive collapse of a structure. In this study, a punching test database is first established. …”
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Modelling of Time-Dependent Wellbore Collapse in Hard Brittle Shale Formation under Underbalanced Drilling Condition by Shanpo Jia, Zhiqiang Xiao, Bisheng Wu, Caoxuan Wen, Lufeng Jia

“…To simulate the whole process of progressive collapse of a wellbore in a hard brittle shale formation, a coupled hydraulic-mechanical-chemical (HMC) model is developed and this model is compiled with ABAQUS software as the solver. …”
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A Review and Scientometric Analysis of Global Research on Prefabricated Buildings by Wenhui Liu, Hong Zhang, Qian Wang, Tianran Hua, Hong Xue

“…Moreover, there were 11 co-citation clusters identified from the articles, and their themes included precast structures, waste management, progressive collapse, delay, precast facades, carbon reduction, laser scanning, and prefabricated residential building. …”
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Optimizing UHPC Layers to Improve Punching Shear Performance in Concrete Slabs by Ahmed A. Hassoon, Rafea F. Hassan, Husam H. Hussein

“…However, brittle punching shear failure at slab–column connections can cause progressive collapse. UHPC has a higher tensile strength than NSC and, when appropriately reinforced with steel fibers, exhibits strain hardening after initial cracking. …”
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