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Geometrically nonlinear transient analysis of delaminated composite and sandwich plates using a layerwise displacement model with contact conditions 

Marjanović, Miroslav; Vuksanović, Đorđe; Meschke, Guenther (Elsevier Ltd, 2015)
In the paper, a computational model for the transient response of laminated composite and sandwich plates with existing zones of partial delamination, subjected to dynamic pulse loading is proposed. Laminated composite and ...
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Free vibrations of laminated composite shells using the rotation-free plate elements based on Reddy's layerwise discontinuous displacement model 

Marjanović, Miroslav; Vuksanović, Đorđe (Elsevier Ltd, 2016)
The goal of this paper is to develop a computational model for the free vibration analysis of laminated composite shells with embedded delaminations. Laminated composite shells of different shape are modeled using the ...
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Primjena Metoda integralne transformacije (ITM) za određivanje pomijeranja i napona u tlu usled harmonijskog opterećenja 

Radišić, Marko (2010)
Циљ овог рада је приказ Метода интегралне трансформације (ITM – Integral Transform Method) , његових особина и примјене код испитивања понашања тла при динамичком оптерећењу . ITM се заснива на решавању Lame - ових ...
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Prediction of Traffic Induced Building Vibrations Using Transfer Functions 

Petronijević, Mira; Radišić, Marko; Nefovska-Danilović, Marija; Lađinović, Đorđe; Okuka, Ranko; Džolev, Igor (15th International Symposium of MASE, 2013)
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Dynamic Analysis of RC Bridge: Beam versus Shell Deck Model 

Milojević, Dušan; Marjanović, Miroslav; Petronijević, Mira (MASE - Macedonian Association of Structural Engineers, Skopje, 2017)
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Bending resistance of composite section with partial shear connection according to EC4 / Nosivost na savijanje spregnutog preseka sa parcijalnim smičućim spojem prema EC4 

Deretić-Stojanović, Biljana; Kostić, Svetlana M.; Lazović, Marija (Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Bending resistance of a composite steel and concrete section apart from shape and dimensions of a cross section and mechanical characteristics of materials, depends also on type of shear connection, i.e. connectors and ...
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Application of semi-Markov decision process in bridge management 

Mašović, Snežana; Stošić, Saša; Hajdin, Rade (International Association for Bridge and Structural Engineering (IABSE), 2015)
The state-of-the-art Bridge Management Systems (BMSs) feature tightly coupled deterioration and preservation optimization model that enable determining the most cost-effective maintenance strategies at both the project and ...
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The Effect of Transverse Shear Deformation on the Bending of Rectangular Plates 

Koneski, Z.; Kostadinović Vranešević, Kristina; Kovačević, Saša; Lazić, Ž. (Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The review of the Reissner-Mindlin's (RM) theory of bending of rectangular plates is presented in this paper. Presented are the advantages and disadvantages of RM theory, its application and finite elements (FE) for solving ...
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Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions 

Prokić, Aleksandar; Mandić, Rastislav; Besević, M. (American Society of Civil Engineers (ASCE), 2017)
In this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied. Since bimoment varies along the beam ...
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Cyclic Plasticity with an Application to Extremly Low Cycle Fatigue of Structural Steel 

Šumarac, Dragoslav; Petrašković, Zoran (Recent Advances in Mechanics, 2011)
In the present paper the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. The problem of axial loading of rectangular cross section will be studied in details. Hysteretic stress ...
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