Lower bound limit analysis of 2D steel frames with foundation–structure interaction-Reference-Cited by-同舟云学术

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Lower bound limit analysis of 2D steel frames with foundation–structure interaction

Published:2016-07 Issue: Volume:118 Page:41-54
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Nikolaou K.D.,Georgiadis K.,Bisbos C.D.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference53 articles.

1. Plastic analysis of structures;Hodge,1959

2. The plastic methods of structural analysis;Neal,1963

3. Inelastic analysis of structures;Jirásek,2002

4. Plastic limit analysis of plates, shells and disks;Save,1997

5. Limit analysis in soil mechanics;Chen,1991

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1. Topology optimization of structural frames based on a nonlinear Timoshenko beam finite element considering full interaction;International Journal for Numerical Methods in Engineering;2022-06-20

2. Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch;International Journal of Computational Methods;2019-11-05

3. Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach;Computers & Structures;2018-02

4. Plastic collapse of hardening spatial aluminium frames: A novel shakedown-based approach;Engineering Structures;2017-11

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