@ARTICLE{
author={Nesovic Ivan M,Mijalkovic Marina,Vacev Todor N,Milic Milos J,Trajkovic-Milenkovic Marina,Zoric Andrija Z,Jankovic Nikola},
year={2026},
title={Development of the Numerical Model for Determining the Strength of High-profiled Sheets},
journal={PERIODICA POLYTECHNICA-CIVIL ENGINEERING},
volume={},
number={},
pages={-},
document_type={Article; Early Access},
} 

@ARTICLE{
author={Rankovic Slobodan B,Folic Radomir J,Zoric Andrija Z,Vacev Todor N,Petrovic Zarko,Kovacevic Dusan I},
year={2024},
title={Experimental Analysis of an Innovative Double Strap Joint Splicing of GFRP Bars by NSM Methods for Strengthening RC Beams},
journal={PERIODICA POLYTECHNICA-CIVIL ENGINEERING},
volume={68},
number={1},
pages={185-196},
document_type={Article},
} 

@ARTICLE{
author={Milic Milos J,Vacev Todor N,Petronijevic Predrag M,Nesovic Ivan M,Zoric Andrija Z,Paunovic Stepa M,Matejevic-Nikolic Biljana},
year={2024},
title={Experimental Research and FE Model of a Bolted Steel-CLT Composite Connection},
journal={PERIODICA POLYTECHNICA-CIVIL ENGINEERING},
volume={68},
number={1},
pages={8-22},
document_type={Article},
} 

@ARTICLE{
author={Rankovic Slobodan B,Zoric Andrija Z,Vacev Todor N,Petrovic Zarko},
year={2023},
title={Numerical Analysis of an Innovative Double-Strap Joint for the Splicing of Near-Surface Mounted Fiber-Reinforced Polymer Bars for Reinforced Concrete Beam Strengthening},
journal={APPLIED SCIENCES-BASEL},
volume={13},
number={22},
pages={-},
document_type={Article},
} 

@ARTICLE{
author={Zoric Andrija Z,Zlatkov Dragan,Trajkovic-Milenkovic Marina,Vacev Todor N,Petrovic Zarko},
year={2022},
title={Analysis of the seismic response of an RC frame structure with lead rubber bearings},
journal={GRADEVNSKI MATERIJIALI I KONSTRUKCIJE-BUILDING MATERIALS AND STRUCTURES},
volume={65},
number={2},
pages={73-80},
document_type={Article},
} 

@ARTICLE{
author={Vacev Todor N,Zoric Andrija Z,Grdic Dusan Z,Ristic Nenad S,Grdic Zoran J,Milic Milos J},
year={2022},
title={Experimental and Numerical Analysis of Impact Strength of Concrete Slabs},
journal={PERIODICA POLYTECHNICA-CIVIL ENGINEERING},
volume={},
number={},
pages={-},
document_type={Article; Early Access},
} 

@ARTICLE{
author={Zoric Andrija Z,Trajkovic-Milenkovic Marina,Zlatkov Dragan,Vacev Todor N},
year={2022},
title={Semi-Analytical Solution for Elastoplastic Deflection of Non-Prismatic Cantilever Beams with Circular Cross-Section},
journal={APPLIED SCIENCES-BASEL},
volume={12},
number={11},
pages={-},
document_type={Article},
} 

@ARTICLE{
author={Vacev Todor N,Brcic Stanko V,Zoric Andrija Z,Milic Milos J,Nesovic Ivan M,Rankovic Slobodan B},
year={2021},
title={Static and dynamic approach to the analysis of wind gusts in case of a tower H=110 m},
journal={GRADEVNSKI MATERIJIALI I KONSTRUKCIJE-BUILDING MATERIALS AND STRUCTURES},
volume={64},
number={3},
pages={201-205},
document_type={Article},
} 

@ARTICLE{
author={Vacev Todor N,Zoric Andrija Z,Rankovic Slobodan B,Milic Milos J,Paunovic Stepa M,Nesovic Ivan M},
year={2021},
title={Analysis of Stressed Skin Behaviour of a Steel Facade Frame Under Varying Structural Conditions},
journal={INTERNATIONAL JOURNAL OF STEEL STRUCTURES},
volume={21},
number={1},
pages={178-201},
document_type={Article},
} 

@ARTICLE{
author={Vacev Todor N,Nesovic Ivan M,Milic Milos J,Zoric Andrija Z,Paunovic Stepa M},
year={2020},
title={Influence of Support Conditions on Single-Span Profiled Sheet Metal Strength Through Nonlinear FEM Analysis},
journal={INTERNATIONAL JOURNAL OF STEEL STRUCTURES},
volume={20},
number={4},
pages={1302-1318},
document_type={Article},
} 

@ARTICLE{
author={Vacev Todor N,Zoric Andrija Z,Milic Milos J,Paunovic Stepa M,Nesovic Ivan M},
year={2020},
title={Stressed Skin Design Versus Braced Frame Design Through Efficient Numerical Modelling},
journal={INTERNATIONAL JOURNAL OF STEEL STRUCTURES},
volume={20},
number={4},
pages={1209-1229},
document_type={Article},
} 

@ARTICLE{
author={Vacev Todor N,Paunovic Stepa M,Nesovic Ivan M,Zoric Andrija Z,Milic Milos J},
year={2018},
title={Plasticization conditions and strength of a welded beam-to-column connection in case of various detailing},
journal={ENGINEERING STRUCTURES},
volume={165},
number={},
pages={11-26},
document_type={Article},
} 

@ARTICLE{
author={Bonic Zoran,Davidovic Nebojsa M,Vacev Todor N,Romic Nikola Z,Zlatanovic Elefterija M,Savic Jelena},
year={2017},
title={Punching Behaviour of Reinforced Concrete Footings at Testing and According to Eurocode 2 and fib Model Code 2010},
journal={INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS},
volume={11},
number={4},
pages={657-676},
document_type={Article},
} 

@ARTICLE{
author={Vacev Todor N,Bonic Zoran,Prolovic Verka,Davidovic Nebojsa M,Lukic Dragan C},
year={2015},
title={Testing and finite element analysis of reinforced concrete column footings failing by punching shear},
journal={ENGINEERING STRUCTURES},
volume={92},
number={},
pages={1-14},
document_type={Article},
} 

@ARTICLE{
author={Bonic Zoran,Davidovic Nebojsa M,Prolovic Verka,Lukic Dragan C,Vacev Todor N},
year={2012},
title={Experimental investigation of punching shear failure of column footings},
journal={TECHNICS TECHNOLOGIES EDUCATION MANAGEMENT-TTEM},
volume={7},
number={4},
pages={1499-1507},
document_type={Article},
}