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Accuracy Evaluation of Creep and Shrinkage Calculation Methods According to EC4
(4th International Conference Civil Engineering Science and Practice, Zabljak, 20. 2. 2012, 2012)
In the paper, the creep and shrinkage calculation methods for composite steel-concrete
beams are presented. The approximate methods AAEM, EM and methods according to
Eurocode 4, as well as, the exact method based on the ...
Traffic induced vibrations: Measurement, assessment and prediction / Vibracije usled saobraćaja - merenje, procena i predviđanje
(Savez građevinskih inženjera Srbije, Beograd, 2012)
Procedures for measurement, assessment and prediction of traffic induced vibrations in buildings, according to the existing British and German standards, are presented in this paper. Analysis of effects of traffic induced ...
Section Discretization of Fiber Beam-Column Elements for Cyclic Inelastic Response
(Journal of Structural Engineering-Asce, 2012)
The paper presents studies of the effect of the number of material integration points at the monitored sections of fiber beam-column elements on the local response of typical structural cross sections under an extensive ...
Free vibrations of laminated composite plates using layerwise displacement model
(Transilvania University Publishing House Brasov, Romania, 2012)
In this paper Generalized Layer Wise Plate Theory of Reddy (GLPT) is used to formulate an isoparametric finite element model for free vibration of laminated composite plates. With the assumed displacement field, linear ...
Assessment of trafic-induced vibrations on humans and buildings according to BS and DIN standard
(IV internacionalni naučno strucni skup Građevinarstvo - nauka i praksa GNP 2012, 2012)
Traffic-induced vibrations has become great problem in the big cities. Although they can not cause damages of buildings they could have annoying effects on the citizens. In the goal of sustainable development of the cities, ...
Transient Response of Cross-Ply Laminated Composite Plates
(Faculty of Civil Engineering and Architecture (Niš), 2012)
This paper describes the transient response of cross-ply laminated composite plates. Possibility of achieving the transient response of cross-ply composites by the use of Reddy’s generalized laminated plate theory (GLPT) ...
Vertical Vibrations of 3D Structure Caused by Moving Load
(Acta Technica Napocensis: Civil Engineering & Architecture, 2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load using substructure approach in the frequency domain. The dynamic system consists of two substructures, the ...
Hysteretic behavior of rectangular tube (box) sections based on Preisach model
(Archive of Applied Mechanics, 2012)
In the present paper, the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. Rate of loading and viscous effects will not be considered. The problem of axial loading of rectangular ...
Sleganje površine terena usled izgradnje tunela / Ground surface settlement induced by tunnelling
(Универзитет у Београду, Грађевински факултет, 2012)
U gradovima se tuneli najčešće nalaze na maloj dubini ispod gusto naseljenih zona, u tlu ili mekoj steni, i njihova izgradnja može imati veoma nepovoljne efekte na postojeće objekte...
Influence of soil-structure-interaction on dynamic response of a long bridge
(Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare, 2012)
In this paper the parametric dynamic analysis of the Danube river bridge “Beska” is presented. The scope of this investigation is to analyze the effects of soil-structure interaction (SSI) and asynchronous earthquake ...