Design Optimisation for Cable Dome Structures Based on Progressive Collapse Resistance

This study proposed a framework of optimal design for flexible cable dome structures based on progressive collapse resistance. First, a quantitative evaluation method for nonlinear robustness based on robustness control theory to reflect the structural progressive collapse resistance was proposed. S...

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Bibliographic Details
Main Authors: Lian-Meng Chen, Sun-Kai Yan, Zhi-Chao Jiang, Kai-Yu Huang, Ze-Bin Li, Wei Li, Yi-Yi Zhou, Shi-Lin Dong
Format: Article
Language:English
Published: MDPI AG 2023-09-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/9/2353