Improved design format for doubly symmetric thin-walled structural steel beam-columns

Botswana Journal of Technology ◽

10.4314/bjt.v12i1.15344 ◽

2003 ◽

Vol 12 (1) ◽

Author(s):

J.O. Afolayan

Keyword(s):

Structural Steel ◽

Beam Columns ◽

Thin Walled ◽

Improved Design

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Experimental study on hysteretic behavior of thin-walled H-shaped steel beam-columns under compression and cyclic weak-axis bending

Behaviour of Steel Structures in Seismic Areas ◽

10.1201/b11396-92 ◽

2012 ◽

pp. 611-618 ◽

Keyword(s):

Experimental Study ◽

Hysteretic Behavior ◽

Beam Columns ◽

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Seismic Behavior and Design of Deep, Slender Wide-Flange Structural Steel Beam-Columns

10.6028/nist.tn.2169 ◽

2021 ◽

Author(s):

Piyachai Chansuk ◽

Gulen Ozkula ◽

Chia-Ming Uang ◽

John L. Harris III

Keyword(s):

Structural Steel ◽

Seismic Behavior ◽

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EXPERIMENTAL VS. THEORETICAL DESIGN APPROACHES FOR THIN-WALLED COLD-FORMED STEEL BEAM-COLUMNS

10.18057/ijasc.2019.15.1.8 ◽

2019 ◽

Keyword(s):

Beam Columns ◽

Theoretical Design ◽

Cold Formed Steel ◽

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Analysis of Thin-Walled Steel Beam-Columns

Light-Weight Steel and Aluminium Structures ◽

10.1016/b978-008043014-0/50123-2 ◽

1999 ◽

pp. 179-186

Author(s):

A.M.S. Freitas ◽

F.G.F. Bueno

Keyword(s):

Beam Columns ◽

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Experimental and numerical investigation on Q690 high strength steel beam-columns under cyclic lateral loading about weak axis

Engineering Structures ◽

10.1016/j.engstruct.2021.112107 ◽

2021 ◽

Vol 236 ◽

pp. 112107

Author(s):

Le-Tian Hai ◽

Guo-Qiang Li ◽

Yan-Bo Wang ◽

Yuan-Zuo Wang

Keyword(s):

Numerical Investigation ◽

High Strength Steel ◽

High Strength ◽

Lateral Loading ◽

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Interactive buckling of thin-walled beam-columns with open and closed cross-sections

Thin-Walled Structures ◽

10.1016/0263-8231(93)90025-6 ◽

1993 ◽

Vol 15 (3) ◽

pp. 159-183 ◽

Author(s):

Zbigniew Kołakowski

Keyword(s):

Cross Sections ◽

Beam Columns ◽

Thin Walled ◽

Interactive Buckling

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Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method

Engineering Structures ◽

10.1016/j.engstruct.2015.07.041 ◽

2015 ◽

Vol 101 ◽

pp. 662-676 ◽

Author(s):

Merih Kucukler ◽

Leroy Gardner ◽

Lorenzo Macorini

Keyword(s):

Reduction Method ◽

Torsional Buckling ◽

Beam Columns ◽

Stiffness Reduction ◽

Flexural Torsional Buckling

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Erratum: Design strengths of steel beam–columns

Canadian Journal of Civil Engineering ◽

10.1139/l87-107 ◽

1987 ◽

Vol 14 (5) ◽

pp. 718-718

Author(s):

N. S. Trahair

Keyword(s):

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Analytical Model for Estimation of Maximum Normal Stress in Steel Beam-Columns Based on Wireless Measurement of Average Strains from Vibrating Wire Strain Gages

Computer-Aided Civil and Infrastructure Engineering ◽

10.1111/mice.12044 ◽

2013 ◽

Vol 28 (9) ◽

pp. 707-717 ◽

Author(s):

Hong Min Lee ◽

Se Woon Choi ◽

Dong-jo Jung ◽

Hyo Seon Park

Keyword(s):

Normal Stress ◽

Analytical Model ◽

Strain Gages ◽

Vibrating Wire ◽

Beam Columns ◽

Maximum Normal Stress ◽

Wire Strain ◽

Wireless Measurement

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Improved design model for thin-walled cold-formed purlins continuously connected to sandwich panel roofing

Structures & Architecture ◽

10.1201/b10428-72 ◽

2010 ◽

pp. 153-154 ◽

Author(s):

M Georgescu ◽

V Ungureanu

Keyword(s):

Sandwich Panel ◽

Design Model ◽

Thin Walled ◽

Improved Design

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