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Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions
(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 ...
A model for preventive restoration of architectural structures by steel and glass
(Serbian Architectural Journal, 2017)
Vibrations of Flexible Strip on Viscoelastic Halfspace
(Procedia Engineering, 2017)
The dynamic response of rigid and flexible foundations on the soil has been subject of extensive study in the past decades. A hybrid method using a combined finite element method (FEM) and boundary element method (BEM) is ...
Empirijski modeli za predviđanje vibracija
(Beograd: Građevinski fakultet Univerziteta u Beograd, Akademska misao, 2017)
Modeliranje sile točka
(Beograd: Građevinski fakultet Univerziteta u Beograd, Akademska misao, 2017)
Numerički modeli za predviđanje vibracija
(Beograd: Građevinski fakultet Univerziteta u Beograd, Akademska misao, 2017)
Investigation of the seismic behaviour of infill masonry using numerical modelling approaches
(16th World Conference on Earthquake Engineering, 2017)
Masonry is a widely spread construction type which is used all over the world for different types of structures. Due to its simple and cheap construction, it is used as non-structural as well as structural element. In frame ...
Innovative Ansätze für die Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk
(Erdbebeningenieurwesen und Baudynamik, 15. D-A-C-H Tagung, 2017)
Im Dezember 2016 wurde das EU-Forschungsprojekt INSYSME – Innovative Systems for Earthquake Resistant Design Masonry Enclosures in Reinforced Concrete Buildings – erfolgreich abgeschlosssen. Unter der Koordination der ...
Verification of deflection according to Eurocode 2
(Wiley-Blackwell, 2017)
Code provisions for a simplified check of the long-term deflection of concrete structures are generally developed for predefined values of the relevant input parameters. Deflection calculation may be of interest to account ...
A simplified matrix stiffness method for analysis of composite and prestressed beams
(Techno Press, 2017)
The paper presents the simplified matrix stiffness method for analysis of composite and prestressed beams. The method is based on the previously developed "exact" analysis method that uses the mathematical theory of linear ...