Results 181 to 190 of about 22,970 (234)

Assessment of lateral–torsional buckling in steel I-beams with sinusoidal web openings

Thin-walled structures, 2022
Adriano Silva de Carvalho, A. Rossi, C. H. Martins   +2 more
semanticscholar   +1 more source

Lateral Torsional Buckling of Wood Beams

2014
Structural wood design standards recognize lateral torsional buckling as an important failure mode, which tends to govern the capacity of long span laterally unsupported beams. A survey of the literature indicates that only a few experimental programs have been conducted on the lateral torsional buckling of wooden beams.
openaire   +2 more sources

New formulas for predicting the lateral–torsional buckling strength of steel I-beams with sinusoidal web openings

Thin-walled structures, 2022
Adriano Silva de Carvalho, M. Hosseinpour, A. Rossi, C. H. Martins, Y. Sharifi   +4 more
semanticscholar   +1 more source

Inelastic Lateral-Torsional Buckling of Beam-Columns

Journal of the Structural Division, 1966
A procedure for the determination of the inelastic lateral-torsional buckling strength of steel wide-flange beam columns is presented. The beam columns are subjected to axial thrust and to moments applied at one and only. The end moments cause bending about the strong axis of the members, and the effects of initially present symmetric thermal residual ...
Yuhshi Fukumoto, Theodore V. Galambos
openaire   +1 more source

Flexural Strength for General Lateral–Torsional Buckling

Journal of Structural Engineering, 2007
The lateral–torsional buckling behavior of general prismatic and tapered steel members with doubly and singly symmetric sections are investigated based on the general forms of differential equilibrium equations for minor-axis bending and torsion. Fundamental lateral–torsional buckling moments are derived for general tapered steel members that are in ...
openaire   +1 more source

Lateral Torsional Buckling of Wood I-Joist

2016
Engineered wood I-joists have grown in popularity as flooring and roofing structural systems in the past 30 years, replacing solid sawn lumber joists. Typical wood I-joists are manufactured with a very slender section, which is desirable to achieve higher flexural capacities and longer spans; however, this makes them susceptible to lateral torsional ...
openaire   +2 more sources

Lateral–torsional buckling behaviour of welded Q690 steel I-beams with double lateral restraints along the length

Thin-walled structures, 2022
Gang Xiong, Yonggang Feng, Xiaodong Liao, Yu Gu, Shaobo Kang   +4 more
semanticscholar   +1 more source

Effects of Shear on the Elastic Lateral Torsional Buckling of Doubly Symmetric I-Beams

Journal of Structural Engineering, 2022
Chen Liang, Matthew C. Reichenbach, T. Helwig, M. Engelhardt, J. Yura   +4 more
semanticscholar   +1 more source

Lateral-torsional buckling behaviour of 690 MPa high strength steel beams

, 2021
Gang Xiong, Yonggang Feng, Qi Peng, Shaobo Kang, Yue Zhang, Yiqing Fan   +5 more
semanticscholar   +1 more source

Lateral Torsional Buckling Response of Compact I-Shaped Welded Steel Girders

Journal of Structural Engineering, 2022
Xiaobo Ji, Sheldon C. Twizell, R. Driver, A. Imanpour   +3 more
semanticscholar   +1 more source