Torsional-Flexural Buckling Loads and Ultimate Loads of Plane Frame Structures with I-beam Cross Sections. .

被引：0

作者：

Friemann, H. ^{[1
]}

Lictenthaler, K. ^{[1
]}

Schafer, P. ^{[1
]}

机构：

[1] Inst fuer Stahlbau und, Werkstoffmechanik, Darmstadt, West, Ger, Inst fuer Stahlbau und Werkstoffmechanik, Darmstadt, West Ger

来源：

Stahlbau | 1988年 / 57卷 / 08期

关键词：

MATHEMATICAL TECHNIQUES - Numerical Methods - STEEL STRUCTURES - Structural Design - STRESSES - Analysis - STRUCTURAL DESIGN - Loads;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A method of calculating the spatial ultimate loads and the buckling loads of plane girders and frames with allowance for distortion of the cross-section is demonstrated. Special support conditions (e. g. , springs, supports against lateral torsional buckling, end plates) may be introduced at any location of the frame. The various fields of application are illustrated by examples.

引用

页码：229 / 236

共 5 条

[1] Torsional-flexural buckling of mono-symmetric thin-walled beam-columns with open sections under complicated loads
Zhou, Xu-Hong
Zhou, Qi-Shi
Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2002, 29 (06):
[2] Elastic torsional-flexural buckling of tapered I beam-columns
Guo, YL
Han, Y
Hao, WQ
Liu, T
ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS, 2002, : 155 - 162
[3] COMBINED TORSIONAL AND FLEXURAL BUCKLING OF A CANTILEVER WITH UNSYMMETRIC CROSS-SECTION SUBJECTED TO DISTRIBUTED NORMAL LOADS
ZALKA, K
ACTA TECHNICA ACADEMIAE SCIENTIARUM HUNGARICAE, 1981, 92 (1-2): : 189 - 214
[4] Measurement and prediction of lateral torsional buckling loads of composite wood materials: I-joist sections
Hindman, DP
Manbeck, HB
Janowiak, JJ
FOREST PRODUCTS JOURNAL, 2005, 55 (10) : 43 - 48
[5] Measurement and prediction of lateral torsional buckling loads of composite wood materials: I-joist sections
Hindman, Daniel P.
Manbeck, Harvey B.
Janowiak, John J.
2005, Forest Products Society (55)

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