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Приказ резултата 211-220 од 266
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)
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 ...
Seismic Performances of the Structures at Variation of Artificial Accelerograms
(Journal of the Croatian Association of Civil Engineers, 2014)
The paper deals with the impact of changes in parameters of the artificial accelerograms on the seismic performances of structures. Thereby the seismic response and the seismic damage were analyzed. Nonlinear response of ...
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 ...
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 ...
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 ...
Damping Models for Flow Chart Based Structural Analysis
(Higher School Of Civil Engineering (VSU) 'L.Karavelov'-Sofia, Bugarska, 2015)
This paper presents the aspects of damping modelling in structural analysis through the systematization of damping types and flowcharts, depending on the type of analysis applied: linear and non-linear, static and dynamic. ...