Identifying buckling resistance of reinforced concrete columns during inelastic deformation

DOI10.1142/S0219455420500297WikidataQ126584003 ScholiaQ126584003MaRDI QIDQ6490605

C. K. Lee, Kanghai Tan, Jian Weng

Publication date: 23 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

progressive collapsegeometric imperfectionreinforced concrete columnend restraintinelastic buckling load

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Cites Work

• Unnamed Item
• Unnamed Item
• Stability analysis of nonlocal elastic columns with initial imperfection
• Stability analysis of bars with varying cross-section
• Circumferential gap and partial debonding effects on buckling loads and modes of slender CFST circular columns
• Buckling of Beams and Columns with Defects
• On a non-linear formulation for curved Timoshenko beam elements considering large displacement/rotation increments
• Inverse buckling problem for inhomogeneous columns

This page was built for publication: Identifying buckling resistance of reinforced concrete columns during inelastic deformation