Equivalent buckling length of non-uniform members-Reference-Cited by-同舟云学术

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Equivalent buckling length of non-uniform members

Published:1997-05 Issue:2 Volume:42 Page:141-158
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Ermopoulos John Ch.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Effective length of framed columns. Part II;Kavanagh;Transactions, ASCE,1962

2. Effective lengths of columns in multi-storey buildings;Wood;Structural Engineering,1974

3. A graphical method of preventing sidesway in the design of multi-storey buildings;Wood,1975

Cited by 18 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. Theoretical and experimental investigations on the stability performance of concrete-filled steel tubular X-column with regard to the flexural rigidity variation;Journal of Building Engineering;2023-11

2. Buckling Resistance of Tapered Steel Columns;Applied Sciences;2023-10-20

3. Effective buckling length of frames with tapered columns and partially tapered beams;Journal of Constructional Steel Research;2021-12

4. Prediction of Critical Buckling Load of Web Tapered I-Section Steel Columns Using Artificial Neural Networks;International Journal of Steel Structures;2021-06-08

5. An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements;Engineering Structures;2020-12

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