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Приказ резултата 71-80 од 136
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 ...
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 ...
Some Aspects of the Analysis of Pile Fondations Behaviour Under Seismic Action
(Association of civil engineers of Serbia (ACES), 2019)
The paper presents a seismic analysis of the structure-pile-soil system, of a 2D RC frame. The analysis of individual system elements and some potential damage on two Vrancea accelerograms, VR77NS and VRfoc86NS are presented. ...
NDA TH mosta fundiranog na šipovima preko p-y krivih za pesak prema Reese-u
(Savez građevinskih inženjera Srbije, Beograd, Srbija, 2013)
У раду je приказан прорачун моста коришћењем нелинеарне динамичке анализе (НДА) преко временске историје (ВИ) уз уважавање динамичке интеракције конструкција темељ тло. У систему тло-шип-конструкција, конструкција је ...
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 ...