Претраживање
Приказ резултата 21-30 од 61
Continuous Composite Steel Concrete Beams with Partial Shear Connection
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021)
The paper presents the calculation of continuous composite steel-concrete
beams with a partial shear connection and ductile shear connectors. The algorithm for
determining the ultimate load as a function of shear resistance ...
Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice
(12th International Conference Assessment, Maintanance and Rehabilitation of Structures, 2022)
Masonry buildings constitute a major fraction of the building stock in Serbia and other countries in the region, and they are highly exposed to the earthquakes and affected due to their vulnerability to seismic effects. ...
Elastic critical load of stiffened I-girders subjected to patch loading
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161, 2021)
Summary: The paper considers the elastic critical load of the isolated web plate and steel
I-girders subjected to patch loading. The girder without transverse stiffeners in the load
application zone, but with longitudinal ...
Influence of prior in-plane damage on the out-of-plane response of non-load bearing unreinforced masonry walls under seismic load
(COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2021)
Reinforced concrete frames with masonry infill walls are popular form of construction all over the world as well in seismic regions. While severe earthquakes can cause high level of damage of both reinforced concrete and ...
Linear transient analysis of spatial curved Bernoulli – Euler beam using isogeometric approach
(Serbian Society of Mechanics, 2021)
In this paper, linear transient analysis of spatial curved Bernoulli – Euler beam with circular cross – section formulated using isogeometric approach has been presented. The isogeometric approach is based on the concept ...
Composite Steel-Concrete Beam Analysis using Different Methods
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2021)
The paper compares the following methods for analysis of composite steel-concrete beams: the
“exact” analysis method, simplified method, effective modulus method and the method proposed
by Eurocode 4 design code. The ...
Simple algorithm for computing the stiffness matrix of composite cross-section
(Proceedings / 8th International Congress of Serbian Society of Mechanics, 2021)
The paper proposes an algorithm for computing the stiffness matrix of composite cross-sections made of two or more different materials. Irrespective of the cross-section geometry, the calculation puts forward a numerical ...
A model for the analysis of elasto-plastic buckling of compressed columns
(8th International Congress of Serbian Society of Mechanics Kragujevac, Serbia, June 28-30, 2021, 224-231-, 2021)
Modern structures often use new technology materials as special high-strength steels. This is
one of the reasons why cross-sections of structural members are smaller and structures are lighter
than those built fifty years ...
Free vibrations of FGM plates with imperfections using layerwise finite element
(Mathematical Institute SANU, Belgrade, Serbia, 2022)
The initial geometrical imperfections, as deviations between the actual and intended shape, are in most cases randomly distributed in real structures and their real shape is not known in advance. Most of the studies reported ...
Unfavorable imperfection shapes in steel plate girders for web local crippling
(Proceedings of the Annual Stability Conference Structural Stability Research Council Louisville, Kentucky, April 13-16, 2021, 2021)
The paper reports a numerical investigation and determination of unfavorable geometric imperfection shapes in steel plate girders subjected to concentrated compressive forces by means of the ultimate limit state. This load ...