Results 151 to 160 of about 885 (186)
Some of the next articles are maybe not open access.

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

2011
Chai H. Yoo, Sung C. Lee
openaire   +1 more source

Closure to “Torsional Restraint of Lateral Buckling”

Journal of the Structural Division, 1967
Arthur C. Taylor, Morris Ojalvo
openaire   +1 more source

The buckling curve for lateral-torsional buckling resistance of castellated beams

2008
In determining the resistance of castellated beams to lateral-torsional buckling according to Eurocode 3 (EN 1993-1-1) the application of the appropriate buckling curve is crucial. The calculation resistance model to lateral torsional buckling is defined only for bending memebers of constant cross-section and for rolled I-sections (buckling curve a and
Tkalčević Lakušić, Višnja   +2 more
openaire   +1 more source

On the Difference between Lateral Buckling by Bending and by Torsion

ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 1977
openaire   +1 more source

Stability of Tubular Steel Structures : Buckling and Lateral Torsional Buckling

Stabilité des structures tubulaires en acier : flambement et déversement Ce sujet est d’actualité suite à une évolution rapide des types de conception de structures élancées utilisées dans les installations provisoires. C’est seulement depuis une vingtaine d’années que ces structures sont préfabriquées en cadres multidirectionnels (de ...
openaire   +2 more sources

Lateral Torsional Buckling of Built-Up Beams

Built-up timber beams are composed of multiple thin plies of equal depth, mechanically connected along their vertical interfaces using discrete fasteners to provide partial composite action. These beams are increasingly used in modern timber structures because thin plies are more economical and more readily available than wide solid sections.
openaire   +1 more source

Experimental and Analytical Assessment of Lateral Torsional Buckling of Laminated Glass Beams

Engineering Structures, 2013
Jan Belis   +2 more
exaly  

Home - About - Disclaimer - Privacy