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Prikaz rezultata 331-340 od 401
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. ...
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 ...
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. ...
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 ...
Typology of NSPA Pushover Curves and Surfaces for 3D Performance-Based Seismic Response of Structures / Tipologija NSPA pushover krivih i površi za 3D seizmički odgovor konstrukcija prema performansama
(Gradjevinski materijali i konstrukcije, 2013)
This paper presents a typology of pushover curves and the originally developed pushover surfaces based on the generalization of the nonlinear response of the 3D system to the earthquake action. By determination and analysis ...
The Development of Controlled Damage Mechanisms-Based Design Method for Nonlinear Static Pushover Analysis
(Facta Universitatis, Series: Architecture and Civil Engineering, 2014)
This paper presents the original method of controlled building damage mechanisms based on Nonlinear Static Pushover Analysis (NSPA-DMBD). The optimal building damage mechanism is determined based on the solution of the ...
Analysis of the steam line damages
(Mašinski Fakultet Banja Luka, Republika Srpska, 2015)
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 ...