A hybrid approach to the transient collapse analysis of thin walled frameworks. I, II

DOI10.1016/S0045-7825(97)00000-5zbMath0918.73123OpenAlexW2068433116MaRDI QIDQ1388005

Rade Vignjevic

Publication date: 3 February 1999

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(97)00000-5

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (2)

Constitutive and geometric nonlinear models for the seismic analysis of RC structures with energy dissipators ⋮ A hybrid approach to the transient collapse analysis of thin walled frameworks. I, II

Uses Software

• LS-DYNA
• DYNA3D

Cites Work

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• A hybrid approach to the transient collapse analysis of thin walled frameworks. I, II
• Flexural wave propagation behavior of lumped mass approximations
• Large displacement, transient analysis of space frames
• Non‐linear transient finite element analysis with convected co‐ordinates

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