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Bridge flutter derivatives based on computed, validated pressure fields
(Elsevier, 2012)
This paper presents the results of numerical investigations of bridge aeroelasticity. In particular static
coefficients and instationary flutter derivatives for a symmetric bridge deck section using the Unsteady
Reynol ...
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 ...
Linear Transient Analysis of Laminated Composite Plates using GLPT
(Editura Eikon Cluj-Napoca, 2012)
The objective of this work is to study the transient response of laminated composite plates under different types of dynamic loading. For this purpose, laminated composite plate is modeled using Reddy’s generalized laminated ...
Comparative Analysis of Composite Beams in Large Span Floor Structures
(UNIVERZITET CRNE GORE - GRAĐEVINSKI FAKULTET, 2012)
U ovom radu su analizirane osnovne metode projektovanja spregnutih greda od čelika i betona u zgradarstvu, u skladu sa Evrokodom. Analizirana su tri različita tipa čeličnih greda spregnutih sa betonskom pločom na profilisanom ...
Vibrations of isotropic, orthotropic and laminated composite plates with various boundary conditions / Vibracije izotropnih, ortotropnih i laminatnih kompozitnih ploča sa različitim graničnim uslovima oslanjanja
(Univerzitet u Kragujevcu - Fakultet inženjerskih nauka, Kragujevac, 2012)
In this paper Generalized Layer Wise Plate Theory of Reddy (GLPT) is used to formulate an isoparametric finite element model for free vibrations of isotropic, orthotropic and laminated composite plates. With the assumed ...
Vertical Vibrations of 3D Structure Caused by Moving Load
(2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load, including soil structure interaction. The dynamic system consists of two substructures, the soil and the ...
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 ...
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 ...