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Now showing items 61-70 of 112
Еквивалентни пресек и појава нелинеарности код објеката фундираних на шиповима
(Beograd, Savez građevinskih inženjera Srbije, 2014)
У овом раду приказани су неки случејеви примене еквивалентног пресека код прорачуна проблема стабилности и динамике конструкција објеката фундираних на шиповима. Приказане су и неке појаве нелинеарности у систему интеракције ...
Neki slučajevi oštećenja i sanacije srednjeg rama mosta nakon zemljotresa
(Savez građevinskih inženjera Srbije, Vršac, 2017)
Deciding the order of interventions on the structure of reinforced concrete (RC) bridges for earthquake conditions
(MASE 16, International Symposium of Macedonian Association of Structural Engineers, Ohrid, Macedonia, 2015)
A multitude of existing bridges fail to meet the criteria of seismic resistance, as designed according to
inadequate regulations, which eventually led to the reduction in their resistance. This practice requires
interventions ...
Comparative Analysis of Seismic Response of Regular and Irregular Multi-Storey Frame Buildings
(ECEE, Makedonija, 2010)
The aim of the paper is to assess the usability of nonlinear simplified methods for practical application for
regular and irregular frame structure with different stories. The behaviour of regular and irregular, four and ...
Procena ciljnog pomeranja za nelinearnu statičku analizu zgrada izloženih dejstvu zemljotresa
(Savez građevinskih inženjera Srbije, Srbija, 2010)
SolidWorks used for the process of optimization of supporting structure of a pressure vessel
(VIII INTERNATIONAL CONGRESS MACHINЕS, TECHNOLОGIES, MATERIALS, Varna, Bulgaria, 2011)
According to the new regulations of the European Community (Directive 97/23/EC, design and manufacture of the pressure
vessels (PV) shall be in accordance with legal and technical regulations stating the application of ...
Applied Element Method (AEM) in Dynamic and Seismic Analysis
(Savez građevinskih inženjera Srbije, 2014)
Applied Element Method (AEM), as the relatively new (15-20 years old) and little known numerical method is presented in the paper, first generally, and then with particular reference to dynamic and seismic analysis. Using ...
Metodologija određivanja pokazatelja ponašanja HSLA čelika pri delovanju niskocikličnog zamora
(Tehnološki fakultet, Zvornik, 2017)
U radu je analizirano eksperimentalno istraživanje ponašanja niskolegiranog čelika povišene
čvrstoće (HSLA) u uslovima niskocikličnog zamora (LCF), sa kontrolisanom i potpuno
reverzibilnom deformacijom (/2 = const, R ...
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 ...