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Masonry buildings: Mistakes and omissions in construction practice / Zidane zgrade - greške i propusti u građevinskoj praksi
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2011)
In order to obtain a full affirmation of masonry structures, the excellent knowledge of all unique characteristics of this type of structures is necessary. This is mainly related to their design, analysis and construction. ...
The Basic Aspects of Wind Turbine Foundations in Our Conditions
(Union of Mechanical and Electrotechnical Engineers and Technicians of Serbia (SMEITS) Society for Renewable Electrical Power Sources Kneza Miloša str. 7a/II, 11000 Beograd, 2016)
Following the global trends and accordingly to the energy conditions, wind turbines are being succesfully built in Serbia, which leads to an increase in the fund of knowledge in this field. In the paper, on the basis of ...
Masonry buildings: Mistakes and omissions in construction practice / Greške pri projektovanju, izvođenju i eksploataciji zidova od opeke
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2011)
In order to obtain a full affirmation of masonry structures, the excellent knowledge of all unique characteristics of this type of structures is necessary. This is mainly related to their design, analysis and construction. ...
The new buckling curves for cold-formed stainless steel equal-leg angle columns
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2021)
Pravila za proračun centrično pritisnutih elemenata ravnokrakog L poprečnog preseka od
nerđajućeg čelika nisu eksplicitno definisana u važećem evropskom standardu SRPS EN 1993-
1-4. Ovaj rad ukratko prikazuje ...
Design of frp strengthened masonry structures
(Univerzitet u Beogradu Građevinski fakultet, 2021)
Masonry structures are prone to different types of damages caused by overloading, design or
construction errors, durability problems, accidental loading. Depending on the extent of
damages, failure of masonry structures ...
Comparative analysis of diagonal tension design toward EC2 and PBAB-87 / Uporedna analiza proračuna kosih glavnih napona prema EC2 i PBAB-87
(Savez građevinskih inženjera Srbije, Beograd, 2009)
Design proceedings of reinforced concrete in accordance with EN 1992-1-1:2004 Eurocode 2 and with current Serbian regulations PBAB-87 are given. The difference in design and results between members not requiring design ...
EC2: Design of reinforced concrete for shear
(MASE-Macedonian Association of Structural Engineers, 2003)
An overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes ...
Walls storey structures and foundations a seismic strengthening design and construction in masonry building extension / Aseizmičko projektovanje i izvođenje ojačanja zidova, međuspratnih konstrukcija i temelja nadograđenih zidanih zgrada
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2014)
Design and construction of masonry building extension in seismic active regions, based on fundamental principles is considered in this paper. Basic principles of modeling, design and construction of elements, as well as ...
A new design approach for stainless steel angle — accuracy assesment based on numerical data
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2022)
The angle columns exhibit complex structural behaviour that arises from specific geometry features - the angle-section is characterised by low torsional stiffness and lack of primary warping esistance,
leading to high ...
Extension of the ζ-method for calculating deflections of two-way slabs based on linear elastic finite element analysis
(wileyonlinelibrary.comfib. International Federation for Structural Concrete, 2021)
Deflections are among the most complex aspects of reinforced concrete behavior.
Furthermore, deflection control is increasingly a governing criterion in
design, especially in the case of two-way members such as flat slabs ...