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Elasto-plastic stability analysis of the frame structures using the tangent modulus approach
(Trans Tech Publications, Switzerland, 2015)
This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the ...
Shear deformable dynamic stiffness elements for a free vibration analysis of composite plate assemblies - Part II: Numerical examples
(Elsevier Ltd, 2017)
The dynamic stiffness elements based on the HSDT and FSDT (and the corresponding dynamic stiffness matrices of a laminated composite plate) have been implemented into the original MATLAB code, and a variety of numerical ...
Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements
(Elsevier Ltd, 2017)
In the paper, the dynamic stiffness method based on the HSDT and FSDT plate theories is applied to study free vibration characteristics of composite stiffened and cracked plate assemblies. The dynamic stiffness matrices ...
Traffic induced vibrations: Measurement, assessment and prediction / Vibracije usled saobraćaja - merenje, procena i predviđanje
(Savez građevinskih inženjera Srbije, Beograd, 2012)
Procedures for measurement, assessment and prediction of traffic induced vibrations in buildings, according to the existing British and German standards, are presented in this paper. Analysis of effects of traffic induced ...