Search
Now showing items 1-10 of 191
Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests
(SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities, 2020)
Industrial facilities consist of the primary load-carrying structure and various process engineering components (secondary structures), which under seismic loading, may exhibit significant damage that may threaten their ...
Numerical and experimental analysis of structural damping for bolted splice connection joint
(Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA,8th INTERNATIONAL CONFERENCE, 2021)
This paper presents the finite element modeling of bolted joints for structural
dynamic analysis to achieve a reasonable accuracy in simulation results. Non-linear
effects in splice connected joints involve normal ...
Comparisson between damage development on composite and standardized mortar specimens exposed to soluble salts
(Proceedings of SWBSS 2021 Fifth International Conference on Salt Weathering of Buildings and Stone Sculptures, 2021)
Salt crystallization of lime-based rendering mortars is one of the most common reasons for their deterioration. Still, testing of the resistance to soluble salt action has not yet been standardized for this type of material. ...
Experimental analysis of structural damping for bolted and welded splice connection join for IPE-80 steel profile
(University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy, 2020)
Progress and demands of all types of constructions imposed the need for the development of modern structures that are lightweight, but at the same time have high damping capacity and stiffness. The consequences of these ...
Seismic behaviour of RC frames with uncoupled masonry infills having two storeys or two bays
(Brick and Block Masonry-From Historical to Sustainable Masonry: Proceedings of the 17th International Brick/Block Masonry Conference (17th IB2MaC 2020), 2020)
Reinforced concrete (RC) structures with masonry infills are widely used for several types of buildings all over the world. However, it is well known that traditional masonry infills constructed with rigid contact to the ...
Elastic critical load of the web of I-girders subjected to patch loading
(Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482, 2021)
The paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic ...
A numerical verification of IPE-80 steel cantilever beam with bolted and welded splice connection joint
(THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro, 2020)
The aim of this paper is to discuss numerical analysis and verification of experimentally tested bolted and weld splice connections in the commercial Abaqus software. The first step in verifying a numerical model with an ...
Uticaj podužnog krovnog sprega na dužinu izvijanja glavnih stubova industrijske hale
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2021)
Rad prikazuje parametarsku analizu izvijanja uklještenih stubova industrijske hale uzimajući u
obzir i postojanje podužnog krovnog sprega. Primenom LBA (Linear Buckling Analysis) u
prostornom modelu čelične ...
Shear provisions for concrete structures according to en 1992-1-1: open issues / Контрола на смицање бетонских конструкција према ен 1992-1-1: отворена питања
(Univerzitet z Novom Sadu; Građevinski Fakultet Subotica, 2021)
The design of concrete members for shear without stirrups, except for the
minimum required, has become a major issue worldwide. It was noticed that the shear
capacity of concrete element according to the Eurocode 2 often ...
Vibrations of rectangular flexible foundation on halfspace
(EASD Procedia, 2020)
A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency ...