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Приказ резултата 11-20 од 558
Investigation of the behavior of the cable-stayed bridge under test load
(University of Zagreb, Faculty of Science, Department of Geophysics, Andrija Mohorovičić Geophysical Institute, 2011)
A field load testing is an effective method for understanding the behavior and fundamental characteristics of cable-stayed bridges. This paper presents results of the behavior of the reconstructed cable-stayed bridge over ...
Free in-plane vibration of rectangular plates using spectral element method
(European Association for Structural Dynamics, 2014)
The development of the dynamic stiffness matrix for rectangular plate element undergoing in-plane vibration is presented in this paper. Gorman's superposition method is exploited to obtain the solution of the governing ...
Thermo-mechanical bending of laminated composite and sandwich plates using layerwise displacement model
(Elsevier Ltd, 2015)
The objective of this paper is thermo-mechanical bending of laminated composite and sandwich plates subjected to mechanical load and linearly varying through the thickness temperature field. Mathematical model, based on ...
Paper strips driven design: Application on doubly curved surfaces / Dizajniranje papirnim trakama - primena na dvostruko zakrivljenim površima
(Univerzitet u Beogradu - Mašinski fakultet, Beograd, 2017)
In this paper, we address the challenge of overcoming the problem of developing doubly curved surfaces in product design. Product design uses two kinds of surfaces, developable surfaces and non-developable surfaces, which ...
Sandwich Plate Finite Element / Konačni element sendvič ploče
(University of Montenegro, Faculty of Civil Engineering, 2006)
As 2D plate models are capable only to determine global behaviour of laminated composites, new familly of theories based on 3D kinematics is formulated, that is Generalized Laminated Plate Theory (GLPT). Within the mentioned ...
Elasto-Plastic Analysis of Steel Beams
(Yugoslav Society of Mechanics, Belgrade, 2004)
In the modern structural design the limit state analysis of steel structure is obligatory. It is assumed that structure behave elastic until the maximum stress reaches the yield stress in the critical section. As the bending ...
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 ...
Contribution to analysis of composite steel and concrete columns / Prilog proračunu spregnutih stubova od čelika i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
In the paper, design of composite steel-concrete column according to Eurocode 4 is illustrated on detailed numerical example. The theoretical foundations of the Eurocode 4 design procedure is explained before, in the paper ...
Earthquake-proof connection of a bracing structure to a frame structure
(European Patent Office, 2018)
Die Erfindung betrifft ein Verfahren zum erdbebensicheren Anschluss eines Mauersteine umfassenden Ausfachungsmauerwerks an eine Rahmenstruktur, wobei die Rahmenstruktur einen Kopfbalken, einen Fußbalken sowie zwei sich ...
Examination of the experience of biomorphic form materialized in urban design model
(Springer Verlag, 2019)
This research provides initial examination of the impact that biomorphic forms, implemented in public space as urban design model, has on its potential users. The methods, which were included in this research, was modeling ...