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The new buckling curves for cold-formed stainless steel equal-leg angle columns
(Building Materials and Structures, 2021)
The design rules for centrically compressed stainless steel equal-leg angle
members are not explicitly stated in the current European standard SRPS EN 1993-
1-4. This paper summarizes the results of extensive ...
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 ...
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 ...
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 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 ...
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. ...
Risk management in civil engineering
(Society for Materials and Structures Testing of Serbia Faculty of Civil Engineering, University of Belgrade, Serbia Association of Structural Engineers of Serbia, 2023)
Risk is involved in the whole lifecycle of a structure: design, construction, utilization and demolition. There is a close connection between reliability and risk. Contemporary building codes introduce consideration of the ...
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 ...