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Nonlinear structural analysis of semi-rigid steel connections
2020ÖZET YARI RİJİT ÇELİK BİRLEŞİMLERİN NONLİNEER YAPISAL ANALİZİ Yarı rijit kolon kiriş bileşimleri ANSYS 5.5.1 sonlu elemanlar analiz programı yardımı ile üç boyutlu elemanlar kullanılarak analiz edilmiştir. Burkulma ve aşırı deformasyon etkileri gibi geometrik nonlineariteler modele dahil edilmiştir.
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Earthquake resistance frames with combination of rigid and semi-rigid connections
Journal of Constructional Steel Research, 2014Mohammad Razavi, Ali Abolmaali
exaly
Nonlinear dynamic analysis of steel portal frames with semi-rigid connections
Engineering Structures, 2008José Guilherme Santos da Silva
exaly
A beam formulation for large displacement analysis of composite frames with semi-rigid connections
Composite Structures, 2015Goran Turkalj, Domagoj Lanc, Josip Brnic
exaly
System reliability evaluation of steel frames with semi-rigid connections
Journal of Constructional Steel Research, 2016Huu Thai, Brian Uy, Stephen Hicks
exaly

