Institute of Numerical Analysis and Design of Structures
Chair of Engineering Mechanics and Theory of Structures
Institute of Numerical Analysis and Design of Structures - Chair of Engineering Mechanics and Theory of Structures
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dr Svetlana Kostić
Associate professor
Research topics
Nonlinear Analysis of Frames
Resistance of CFT Columns
Section Resultant Plasticity Elements in Frame Analysis
Steel-Concrete Composite Structures
Research projects
III 42012
Latest publications
(
2024
) An efficient model for 3D analysis of steel frames exposed to fire
(
2024
) Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes
(
2023
) Practical ANN prediction models for the axial capacity of square CFST columns
(
2023
) Numerical modelling of concrete-filled steel tubular short columns under axial compression
(
2022
) An Adaptive Fiber Section Discretization Scheme for Nonlinear Frame Analysis
(
2022
) An Adaptive Section Discretization Scheme for the Nonlinear Dynamic Analysis of Steel Frames
(
2022
) Structural Behaviour of Axially Loaded Concrete-Filled Steel Tube Columns during the Top-Down Construction Method
(
2018
) Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection
(
2017
) A simplified matrix stiffness method for analysis of composite and prestressed beams using linear integral operators
(
2017
) Fiber finite element in nonlinear analysis of square CFT columns
(
2016
) Fiber element formulation for inelastic frame analysis
(
2016
) Generalized plasticity model for inelastic RCFT column response
(
2015
) Matrix Stiffness Method for Composite and Prestressed Beam Analysis Using Linear Integral Operators
(
2015
) Time-dependent analysis of composite and prestressed beams using the slope deflection method
(
2013
) Generalized plasticity model for nonlinear space frame analysis
(
2012
) Section Discretization of Fiber Beam-Column Elements for Cyclic Inelastic Response
(
2011
) Redistribution effects in linear elastic analyses of continuous composite steel-concrete beams according to Eurocode 4
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