Numerical Investigation of Progressive Collapse Resistance in Fully Bonded Prestressed Precast Concrete Spatial Frame Systems with and Without Precast Slabs

Numerical Investigation of Progressive Collapse Resistance in Fully Bonded Prestressed Precast Concrete Spatial Frame Systems with and Without Precast Slabs

Preventing progressive collapse induced by accidental events poses a critical challenge in the design and construction of resilient structures. While substantial progress has been made in planar structures, the progressive collapse mechanisms of precast concrete spatial structures—particularly regar...

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Bibliographic Details
Main Authors: Manrong Song, Zhe Wang, Xiaolong Chen, Bingkang Liu, Shenjiang Huang, Jiaxuan He
Format: Article
Language:English
Published: MDPI AG 2025-08-01
Series:Buildings
Subjects:
fully bonded prestressed precast concrete frame system
progressive collapse
spatial effect
precast slab
numerical simulation
Online Access:https://www.mdpi.com/2075-5309/15/15/2743
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