Evaluation of failure probability for RC slabs subjected to low-velocity impacts

This study presents a procedure to evaluate the failure probabilities of reinforced-concrete (RC) slabs subjected to low-velocity impacts considering the uncertainties existing in slab features and impactor properties. A two-degree-of-freedom (2-DoF) non-linear model using a dynamic load-displacemen...

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Bibliographic Details
Main Authors: Yu, Xiaohui, Xiao, Yao, Li, Bing
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2021
Subjects:
Online Access:https://hdl.handle.net/10356/153938
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Institution: Nanyang Technological University
Language: English