Critical Lateral-Torsional Buckling Moments of Steel Web-Tapered I-beams-Reference-Cited by-同舟云学术

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Critical Lateral-Torsional Buckling Moments of Steel Web-Tapered I-beams

Published:2010-05-06 Issue:1 Volume:4 Page:105-112
ISSN:1874-8368
Container-title:The Open Construction and Building Technology Journal
language:en
Short-container-title:TOBCTJ

Author:

Raftoyiannis Ioannis G.,Adamakos Theodore

Publisher

Bentham Science Publishers Ltd.

Subject

Building and Construction

Cited by 9 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stability analysis of nanoscale non-uniform sandwich I-section beams with AFG core and two metal face-sheets under flexural loadings;Waves in Random and Complex Media;2023-11-12

2. Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects;Engineering Structures;2022-12

3. An analytical solution for stability analysis of unrestrained tapered thin-walled FML profile;Numerical Methods in Civil Engineering;2021-09-01

4. A Practical Method for the Elastic Buckling Design of Network Arch Bridges;International Journal of Steel Structures;2019-10-17

5. An Analysis of elastic and inelastic lateral torsional buckling of web-tapered I beams using the finite element method;MATEC Web of Conferences;2019

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