SG Morkhade, KR Jagtap, PS Ghorpade… - Asian Journal of Civil …, 2022 - Springer
The use of steel cellular beams (beams with circular shape of openings) has been increasing day by day because of its architectural appearance as well as many other …
The paper continues and discusses the next case of the simplified method of the Technical Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …
Nowadays, cold-form steel section is widely used in the construction of steel structure as they proved more efficient as compared to the hot-rolled section. The steel beams are also …
The paper continues and discusses the next case of the simplified method of the Technical Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi …
M Maali, N Çınar - International Journal of Civil Engineering, 2024 - Springer
The aim of this study is to increase the load–displacement capacities of beams with web openings exposed to cyclic loading, to reduce the distortion in rigidity and to design high …
The paper presents the comparison of experimental results obtained from tests on semislender columns with pinned ends made of steel R35 to simplifications and hypotheses …
The paper continues and discusses the next case of the method of the Technical Stability Theory (TSTh) of loss of stability of lateral buckling in elastic-plastic states of semi-slender …
GM El-Mahdy, MM El-Saadawy - Thin-Walled Structures, 2015 - Elsevier
Long steel beams in entrances of hotel lobbies and halls often support a masonry wall and are laterally unsupported. These beams do not reach their in-plane flexural capacity due to …
Y Hu, M Mohareb, G Doudak - Journal of Engineering Mechanics, 2017 - ascelibrary.org
An energy-based solution is developed for the lateral torsional buckling analysis of wooden beams with a midspan lateral brace subjected to uniformly distributed loads or midspan …