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Wen-Cheng Yeh
This paper presents a co-rotational beam formulation, which is used for geometric nonlinear analysis with the differential reproducing kernel (DRK) approximation collocation method. The present formulation, based on the Timoshenko beam hypothesis, is cap...
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Insub Choi, Dongwon Kim and Junhee Kim
Under high gravity loads, steel double-beam floor systems need to be reinforced by beam-end concrete panels to reduce the material quantity since rotational constraints from the concrete panel can decrease the moment demand by inducing a negative moment ...
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Celal Cakiroglu, Gebrail Bekdas, Sanghun Kim and Zong Woo Geem
The shear buckling of web plates and lateral?torsional buckling are among the major failure modes of plate girders. The importance of the lateral?torsional buckling capacity of plate girders was further evidenced when several plate girders of a bridge in...
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Néstor I. Prado , Julian Carrillo, Sergio M. Pineda
Pág. 190 - 199
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Kálmán Koris,István Bódi
Pág. 323 - 333
Buckling analysis of arches is an important issue of the design of timber structures containing such structural elements. In the article an analytical and an approximate solution is proposed for lateral torsional buckling analysis of truss-braced timber ...
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