On stability of monosymmetric cantilevers-Reference-Cited by-同舟云学术

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On stability of monosymmetric cantilevers

Published:1986-07 Issue:3 Volume:8 Page:169-180
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang C.M.,Kitipornchai S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference15 articles.

1. Stability of monosymmetric beams and cantilevers;Anderson;J. Struct. Div., ASCE,1972

2. Buckling properties of monosymmetric I-beams;Kitipornchai;J. Struct. Div., ASCE,1980

3. Buckling of monosymmetric I-beams under moment gradient;Kitipornchai;J. Struct. Eng., ASCE,1986

4. Buckling capacities of monosymmetric I-beams;Wang,1985

5. Instability of monosymmetric I-beams;Roberts;J. Struct. Eng., ASCE,1984

Cited by 35 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. Lateral-torsional buckling resistance of non-prismatic and prismatic mono-symmetric I-section steel beams based on stress utilization;Engineering Structures;2024-04

2. Semi analytical solutions for flexural-torsional buckling of thin-walled cantilever beams with doubly symmetric cross-sections;STRUCT ENG MECH;2023

3. Rapid evaluation of lateral-torsional buckling of European standard I-section cantilevers;Mechanics Based Design of Structures and Machines;2023-06-15

4. A lateral–torsional buckling demonstration model using 3D printing;Engineering Structures;2023-04

5. Elastic critical moment for monosymmetric beams under linear moment gradients;Canadian Journal of Civil Engineering;2021-08-23

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