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Приказ резултата 461-470 од 856
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 ...
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)
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. ...
Finite element method pressure vessel calculation and analysis of the effects of the butt welded joints on a carrying capacity of a structure
(Fakultet strojarstva i brodarsta, Univerzitet u Zagrebu, Hrvatska, 2016)
In present paper, after calculation using the finite element method (FEM), stress distribution
on the model of a part of the pressurized boiler shell without welded joints (WJ), with transversal
WJ, longitudinal WJ and ...
Pile-Soil-Pile Interaction in Designing the Foundation of RC Structures
(Savez građevinskih inženjera Srbije SGIS, 2016)
The paper analyzes the effects of pile-soil-pile interaction on the transverse bridge frame on specific example of building. It considers a small group of piles arranged in a single row. The columns are continuously set ...
The Use of Computers in Determining the Parameters of the Functions for Loess Soil
(Savez građevinskih inženjera Srbije SGISAssociation of Civil Engineers of SerbiaInstitut IMS A.D. BeogradSET d.o.o. ŠabacSrpsko društvo za mehaniku tla i geotehničko inženjerstvo, 2017)
The paper presents the possibilities of determing functions of some characteristic parameters of loess soil. The loess soil is of Eolian origin, its formation is related to the Ice Age, it is classified as dusty-sandy-clayey ...
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 ...
Parameter programs for 3D modeling in the function of nondestructive testing and determination of the lifetime of pressure vessels
(UNIVERSITY OF EAST SARAJEVO FACULTY OF TECHNOLOGY, 2023)
Preparation for non-destructive testing (NDT), preparation of test reports, as well as control
calculation of a pressure vessel (PV) using the finite element method (FEM), with or without
identified irregularities, ...