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Dynamic Soil-Structure Analysis of Tower-Like Structures Using Spectral Elements
(Tehnički vjesnik, 2018)
In this paper general equation system for linear dynamic soil-structure interaction (SSI) in frequency domain is presented. The main objective of the paper is to provide and investigate a possibility to use spectral elements ...
Rotation-free isogeometric analysis of an arbitrarily curved plane Bernoulli-Euler beam
(Elsevier B.V., 2018)
The present study elucidates linear static analysis for plane beam structures using the isogeometric approach. A novel methodology for rotation-free analysis of an arbitrarily curved Bernoulli-Euler beam in the convective ...
Impedance matrix for four adjacent rigid surface foundations
(European Association for Structural Dynamics, 2014)
In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform ...
Hysteretic behavior of rectangular tube (box) sections based on Preisach model
(Archive of Applied Mechanics, 2012)
In the present paper, the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. Rate of loading and viscous effects will not be considered. The problem of axial loading of rectangular ...
Linear static isogeometric analysis of an arbitrarily curved spatial Bernoulli-Euler beam
(Elsevier B.V., 2018)
The present research is focused on the linear analysis of a spatial Bernoulli-Euler beam. Metrics of the reference and deformed configurations are rigorously defined with respect to the convective coordinate frame of ...
Verification of deflection according to Eurocode 2
(Wiley-Blackwell, 2017)
Code provisions for a simplified check of the long-term deflection of concrete structures are generally developed for predefined values of the relevant input parameters. Deflection calculation may be of interest to account ...
Numerical investigation of masonry infilled R.C. frames
(CRC Press/Balkema, 2016)
Nonlinear numerical simulations have been widely used to study the inelastic response of reinforced concrete structures as well as load bearing masonry walls subjected to earthquake loading. While experimental investigations ...
Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk (Teil 1) / Design of reinforced concrete enclosures infilled with clay block masonry (Part 1)
(Bauverlag BV GmbH, 2018)
Within the scope of the joint European project INSYSME, the German partners developed two systems - IMES and INODIS - for improving the seismic behaviour of masonry infilled reinforced concrete frames. The purpose of both ...
Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk (Teil 2) / Design of reinforced concrete enclosures infilled with clay block masonry (Part 2)
(Bauverlag BV GmbH, 2018)
Within the scope of the joint European project INSYSME, the German partners developed two systems - IMES and INODIS - for improving the seismic behaviour of masonry infilled reinforced concrete frames. The purpose of both ...
Free vibration analysis of plate assemblies using the dynamic stiffness method based on the higher order shear deformation theory
(Academic Press, 2016)
This paper deals with the free vibration analysis of isotropic plate assemblies using the dynamic stiffness method (DSM) based on the Reddy's higher-order shear deformation theory (HSDT). Using the proposed method, the ...