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Modern method of slope stabilization and foundation
(Macedonian Association of Structural Engineers, Skopje, 2015)
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 ...
Stability analysis of vertical cuts
(Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Belgrade, 2017)
Applcation of generalized plasticity model in square CFT column analysis
(National Technical University of Athens, 2013)
In the paper, an efficient three-dimensional concentrated plasticity nonlinear beam-column element is used for the simulation of the response of square CFT columns. The element adopts the concept of the generalized plasticity ...
Parametric one dimensional dynamic analysis of layered soil
(Macedonian Association of Structural Engineers, Skopje, 2015)
Parametric stability analysis of steel frame structures / Parametarska analiza stabilnosti čeličnih okvirnih nosača
(Gradjevinski fakultet, Subotica, 2016)
In this paper it is presented parametric stability analysis of frame structures with accuracy assessment of solutions given in codes for design of steel structures. Method for calculating the critical load and the effective ...
Connection between superstructure and substructure concrete bridges with aspect seismic isolation of construction / Veza donjeg i gornjeg stroja betonskih mostova sa aspekta seizmičke izolacije konstrukcije
(Građevinski fakultet, Subotica, 2017)
This paper presents the basic principles seismic isolation of concrete bridgesusing different types connections between superstructure and substructure of construction.In the particular case of the bridge over river Dičina ...
Influence of Soil-Structure-Interaction on Nonlinear Time History Seismic Response of RC Frames
(Savez građevinskih inženjera Srbije, Beograd, 2016)
Modern regulations require from engineers to take into account a non-linear behavior and the appearance of plastic hinges in the selected structural elements during the earthquake. Also, regulations more insist on considering ...
Long-term behavior of composite concrete girders made continuous
(Precast Prestressed Concrete Institute, 2010)
Time-dependent effects play an important role in the design process of concrete structures. In order to predict time-dependant effects in concrete structures, engineers need reliable data for creep and shrinkage properties ...
Elasto-plastic stability calculation of the frame structures using the code ALIN / Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN
(Građevinski fakultet, Subotica, 2014)
This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness ...