Catenary mechanism in steel columns under extreme lateral loading: A basis for building progressive collapse analysis
The studies on progressive collapse have primarily focused on threat-independent methods, wherein a sudden column removal is suggested in codes. However, a real collapse scenario is necessarily threat-dependent. Focusing on blast- and impact-induced progressive collapses, the current study considers...
Saved in:
| Main Authors: | Foad Kiakojouri, Valerio De Biagi |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2024-12-01
|
| Series: | Developments in the Built Environment |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2666165924002370 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on Dynamic Response and Progressive Collapse Resistance of Space Steel Frame Under Impact Load
by: Junling Jiang, et al.
Published: (2025-05-01) -
Dynamic Response and Anti-Collapse Analysis of Multi-Column Demolition Mode in Frame Structures
by: Zhenning Wang, et al.
Published: (2025-05-01) -
Simulation analysis on fatigue damage mechanism and life assessment of rigid catenary pillar of railway lines
by: Wei Du, et al.
Published: (2025-06-01) -
Influence of environmental temperature on the elasticity of rigid catenary and pantograph-catenary current collection quality of subway lines
by: YANG Gang, et al.
Published: (2024-01-01) -
The reliability of talonavicular uncoverage to indicate forefoot abduction in progressive collapsing foot deformity: a finite element analysis
by: Yulin Wei, et al.
Published: (2025-02-01)