Wpływ Sztywności Giętnej Przepon na Stateczność Pręta Cienkościennego
The problem is solved on the basis of the theory of thin-walled beams and the theory of plates. In Chapter 1 the formula (1.4) is derived giving the bimoment constituting the only inter- action between the diaphragm and the beam, since the interaction ...
A. Chudzikiewicz
doaj
Pewne Zagadnienia Teorii Sprężystości Ciał Anizotropowych
The first section is devoted to the structure of the solution of partial differential equations of the elliptic type with two independent variables, of the fourth or any even order and having constant coefficients.
M. Suchar
doaj
Optimization methods for the distortion of thin-walled box girders and investigation of distortion effects. [PDF]
Wang Z.
europepmc +1 more source
Exact Solutions for Torsion and Warping of Axial-Loaded Beam-Columns Based on Matrix Stiffness Method. [PDF]
Pan WH, Zhao CH, Tian Y, Lin KQ.
europepmc +1 more source
Elastic Critical Resistance of the Simple Beam Grillage Resulting from the Lateral Torsional Buckling Condition: FEM Modelling and Analytical Considerations. [PDF]
Piotrowski R, Szychowski A, Vičan J.
europepmc +1 more source
Study of Practical Analysis Method for Shear Warping Deformationof Composite Box Girder with Corrugated Steel Webs. [PDF]
Zhou M, Zhang Y, Lin P, Ji W, Huang H.
europepmc +1 more source
The Effect of Steel Beam Elastic Restraint on the Critical Moment of Lateral Torsional Buckling. [PDF]
Piotrowski R, Szychowski A.
europepmc +1 more source
The Elastic Critical Moment of Lateral Torsional Buckling of Steel Beams with Spatially Elastically Restrained at the Support Nodes. [PDF]
Piotrowski R, Szychowski A.
europepmc +1 more source
Related searches:

