Претраживање
Приказ резултата 361-370 од 414
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 ...
Analysis of Vulnerability of Buildings Damaged as a Result of Terrorist Attack: Scenario of Non-Linear Analyses and Multi-Criteria Optimizations
(University of Edinburgh and American Concrete Institute, Edinburgh, United Kingdom, 2016)
The paper develops and presents a new multi-disciplinary methodology for the analysis of vulnerability of buildings exposed to accidental actions due to a terrorist attack. The methodology is based on Non-linear Static ...
Performance-based nonlinear seismic methods of structures: A Review of Scientific Knowledge in the Last 20 Years
(University of Structural Engineering & Architecture (VSU) 'Lyuben Karavelov' - Sofia, Bulgaria, 2016)
The authors of the paper, on the basis of the analysis of several thousand scientific papers, presented their original systematization of nonlinear seismic methods for structural performance analysis, which were developed ...
The effect of aftershock on 2D RC frame founded on piles with P-Y curves
(Association of civil engineers of Serbia (ACES), 2019)
This paper presents the manner of modeling the aftershock (in an earthquake), the phenomenon whose significance has been noted in the second half of the 20th century. Itlists the constructional systems in which the ...
Developing a methodology for the integrated numerical evaluation and performance assessment of soil-pile-pier
(Higher School of Civil Engineering (VSU) 'Lyuben Karavelov' - Sofia, Bugarska, 2013)
In the paper is developed a discrete numerical solid pile model with a discontinuity and defects. Model included performance-based seismic evaluation of the soil-pile-bridge pier interaction. The pile discontinuity and ...
Nonlin Quake: Expert System for Performance-Based Analysis of Structures
(Savez građevinskih inženjera Srbije SGIS, 2016)
The paper presents the original developed software Quake Nonlin for
performance-based seismic analysis of 3D structural models. Software Nonlin
Quake consists of several independent compatible softwares that implements:
create ...
Robusnost konstrukcija armiranobetonskih zgrada - sprečavanje progresivnog loma / Robustness of Reinforced Concrete Buildings Structures - Prevention of Progressive Collapse
(Građevinski fakultet, Univerzitet u Beogradu, 2016)
U radu se polazi od nekih karakterističnih rušenja, konstrukcija armiranobetonskih (AB) zgrada, izazvana incidentnim dejstvima. To su konstrukcije koje su bile deficitarne sa aspekta robusnosti. Vezano za to analizira se ...
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 ...
Cleaning by biodegradation of high pressure oily castings before welding repair work / Čišćenje biorazgradnjom zauljenih livenih delova izloženih visokom pritisku u funkciji sanacije zavarivanjem
(Udruženje inženjera Srbije za koroziju i zaštitu materijala (UISKOZAM), Srbija, 2014)