Procjena uticaja zidane ispune na seizmički odgovor i koncepcijsku pouzdanost AB okvirnih zgrada
Proračunske analize i procjena uticaja zidane ispune na seizmički odgovor višespratnih armiranobetonskih okvirnih zgrada u domaćoj inženjerskoj praksi najčešće nisu sastavni dio projekta konstrukcije, iako se pri izvođenju okviri uobičajeno ispunjavaju zidanjem zidova na tradicionalan način, bez posebnih mjera izolacije. Kroz uporednu...
By Anđelko Cumbo, Gordana Broćeta, Marina Latinović Krndija, Slobodan Šupić, Vladan Pantić, Mladen Slijepčević
METHODS FOR STRUCTURAL CONDITION ASSESSMENT AND PROOF LOAD TESTING: A CASE STUDY OF THE CAMPUS GARAGE AT THE UNIVERSITY OF BANJA LUKA
This paper presents a comprehensive condition assessment of the campus garage at the University of Banja Luka. The assessment methodology included visual inspections, non-destructive testing (NDT) of concrete using rebound hammer and ultrasonic pulse velocity methods, and proof load testing of the primary roof truss. Deformations were monitored usi...
By Sanja Kizić, Anđelko Cumbo, Gordana Broćeta, Marina Latinović Krndija, Gordana Jakovljević, Slavko Vasiljevic, Aleksandar Savić, Filip Marin, Žarko Dabić, Ognjen Mijatović
EXPERIMENTAL INVESTIGATION OF THE RELATIONSHIP BETWEEN BUBBLE MORPHOLOGY AND ABRASION RESISTANCE OF FOAMED CONCRETE
Abrasion resistance is a critical durability parameter of foamed concrete applied in floor screeds and wear - exposed surface layers. Owing to its cellular structure, abrasion performance depends on bubble morphology, including size, distribution and uniformity. This paper presents an experimental study combining high - magnification microscopy wit...
By Ehsan Kiana, Aleksandar Radević, Aleksandar Savić, Mohsen Kiana, Gordana Broćeta, Nenad Ivanisevic, Mahdi Kiana
SEISMIC EVALUATION OF EXISTING BUILDINGS ACCORDING TO DOCUMENT FEMA 310
In this paper, the principle of application of the FEMA310 document for seismic evaluation of existing buildings is briefly illustrated, for any building type, and examples of evaluation are given for the first and second tier of evaluation process, for two types of masonry structures. The application of this document at tier one and tier two of th...
By Marina Latinović, Žarko Lazić, Gordana Broćeta