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Приказ резултата 41-50 од 66
Ponašanja centrično pritisnutih elemenata složenog poprečnog preseka od nerđajućih čelika / Behaviour of built-up stainless steel members subjected to axial compression
(Универзитет у Београду, Географски факултет, 2014)
Iako je 2013. godine obeležena stogodišnjica pronalaska nerđajućeg čelika, njegova značajnija primena u građevinarstvu započinje tek početkom ovog veka. Austenitni nerđajući čelik odlikuje niz specifičnosti koje opravdavaju ...
Modelling of bridge elements deterioration for Serbian bridge inventory
(Taylor and Francis Ltd., 2014)
In order to improve bridge management practice for public roads in Serbia, a deterioration model for bridge elements was developed using condition data collected over the last 20 years. The distribution of condition data ...
Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
Vibration platform and model of multi-storey building for dynamic testing / Vibraciona platforma i model višespratne zgrade za dinamičko ispitivanje
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
In the paper we present the development of vibration-platform (biaxial mechanical shaker) for vibration testing of spatial structure. Presented are details of platform operation and harmonic displacement generation. Also, ...
Deformabilnost nosača od polimera ojačanih vlaknima: eksperimentalno numerička provera
(Univerzitet Crne Gore, Građevinski Fakultet, Podgorica, 2014)
Research of long-term behaviour of non-prestressed precast concrete beams made continuous
(Elsevier BV, 2014)
Despite the extensive analytical and numerical research carried out in the last two decades on the long-term behaviour of continuous concrete beams composed of precast units, only limited number of experimental data is ...
Pushover analysis of RC frames with masonry infill
(Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”, 2014)
In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations ...
Stepped spillway flow: Comparison of numerical and scale models / Strujanje u stepenastom brzotoku - poređenje rezultata fizičkog i numeričkog modela
(Univerzitet u Beogradu - Mašinski fakultet, Beograd, 2014)
This paper deals with flow modelling of the stepped spillway for the Bogovina dam. The analysis was conducted using three approaches: scalemodelling, empirical equations and numerical modelling. An acceptable agreement was ...
Sanacija spomenika Neznanom junaku na Avali / Rehabilitation of the Monument to the Unknown Hero on Mount Avala
(Građevinski fakultet, Subotica, 2014)
This paper presents an example of rehabilitation of the Monument to the Unknown Hero, memorial complex on Mount Avala. The complex was completed in 1938., and during the last period it suffered some damages, which are ...
Behavior of grouped headed studs in composite beam from steel and concrete / Ponašanje grupe elastičnih moždanika kod spregnutih nosača od čelika i betona
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Shear connection with headed studs in group arrangement is simple and frequently used solution for shear connection between steel beam and precast concrete slabs. Reducing the distance between the adjacent headed studs ...