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Now showing items 781-790 of 874
Development of ground motion record surface and response spectra surface
(Association of Civil Engineers of Serbia, Kraljevo, 2018)
The paper is presenting a mathematical formulation of an originally developed ground motion record surface (GMRS) and response spectra surface (RSS) for the presentation of 2D seismic ground motion records (GMR) and the ...
Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using INDA
(Departman za građevinarstvo i geodeziju, Fakultet tehničkih nauka, Univerzitet u Novom Sadu, Novi Sad, Srbija, 2015)
The purpose of this paper is to present the methodology for performance-based seismic evaluation of soil-pile-bridge pier interaction using the incremental nonlinear dynamic analysis (INDA). The INDA analysis was post ...
Analysis of the steam line damages
(Faculty Engineering Hunedoara, 2016)
The methodological approach to the analysis of damage to determine the cause of failure and to
repair the damage has been shown using the example of leakage and damage of a steam line for live-steam
in thermal power ...
Experimental J-integral determination of different weldments region at low temperature
(UNIVERSITY OF DEBRECEN, Faculty of Engineering, Department of Mechanical Engineering, Hungary,, 2014)
Uticaj promene parametara tla u osnovi objekta na krutost šipova i opruga
(Savez građevinskih inženjera Srbije, 2014)
У овом раду приказани су неки случејеви утицаја промена параметара тла на варијације опруга као модела тла, затим крутости шипова и опруга којима се замењује систем шип-тло. Код истраживања статичке или динамичке интеракције ...
Iterative Displacement Coefficient Method: Mathematical Formulation and Numerical Analyses
(Journal of the Croatian Association of Civil Engineers, 2013)
This paper presents mathematical formulation and numerical tests of originally developed Iterative Displacement Coefficient Method (IDCM). The IDCM method is a procedure in the field of seismic analysis of structures based ...
Vulnerability of Damaged Structures: The Concept of the Scenario of Related Non-Linear Analyses
(Varna Free University “Chernorizets Hrabar”, Varna, Bulgaria, 2014)
The research presented in the paper employed the general approach in the analysis of robustness of reinforced concrete skeletal (frame) structures in the events of severe damage caused by strong earthquakes. Such damage ...
Analysis of Interaction of 2D RC Frame Model Using p-y Curves Upon Piles
(Savez građevinskih inženjera Srbije SGISDruštvo za zemljotresno inženjerstvo Srbije, 2018)
The paper presents a seismic analysis of a 2D reinforced concrete (RC) frame founded on piles. The soil-pile interaction is represented by the so-called p-y curves. At the base, the piles may be both fixed or elastically ...