ANALYSIS OF DYNAMIC LOAD OF SIMPLE BEAMS USING GEODETIC AND GEOTECHNICAL SENSORS IN LABORATORY CONDITIONS
In this paper, the analysis of the dynamic load of the beam using geodetic and geotechnical sensors was performed. From the group of geodetic sensors, GPS/GNSS receivers were used, while from the group of geotechnical sensors, an accelerometer was used. The measurements were performed in laboratory conditions, and the experiment itself was designed...
By Milka Šarkanović Bugarinović, Aleksandar Ristić, Željko Bugarinović, Milan Vrtunski, Dušan Jovanović
COMPARATIVE ANALYSIS OF EXCAVATION AND TUNNEL SOLUTIONS FOR THE ROAD DRENOVO - RAEC
When withdrawing the route of the expressway Drenovo - Raec, the axis of the road is forced to stretch near or through the mountain massifs. This created a general dilemma, whether to make classical excavations or tunnel constructions in certain locations. Considerations were also made for the decision on high embankments or viaducts. The character...
By Vasko Gacevski, Riste Ristov, Ivona Nedevska, Zlatko Zafirovski, Slobodan Ognjenović
THE INFLUENCE OF CONCRETE VISCOUS DEFORMATIONS DURING BEHAVIOR CALCULATION OF CABLE-STAYED BRIDGES
On the calculation example of a cable-stayed bridge with oblique cables, it was pointed out the shrinkage and creep of concrete significantly affects the distribution of stresses and deflections of the span beam over time. The segmental type of bridge construction is considered, which implies the successive introduction of concrete rheology, for ca...
By Anđelko Cumbo, Gordana Broćeta, Marina Latinović Krndija, Mladen Slijepčević, Žarko Lazić
EXPERIMENTAL INVESTIGATION OF SCC WITH RECYCLED RUBBER AND RECYCLED CONCRETE AGGREGATE
The replacement of natural aggregates (NA) with alternative aggregates in concrete can contribute to the sustainable development of the construction industry. This paper aims to present research investigating the effects of recycled concrete aggregate (RCA) and crumb rubber (CR) utilization on the performance of Self-Compacting Concrete (SCC) mixtu...
By Marko Popović, Aleksandar Savić, Gordana Broćeta, Branko Borozan, Mihailo Štavljanin
COMPATIBILITY OF EU AND SERBIAN ENERGY POLICIES WITH SPECIAL REFERENCE TO BUILDINGS
The sustainable development of Serbia and the process of accession to the European Union cannot be viewed as separate or parallel processes, but represent a mechanism of holistic transformation of Serbian society into a sustainable community. It is a matter of normative regulation of the relationship between the new necessary values of true develop...
By Marija Mihajlović, Ljiljana Stošić Mihajlović
ARCHITECTURE AND TECHNOLOGIES AT THE TURN OF THE CENTURY: UNDERSTANDING AND TRANSLATION OF HISTORICAL MATERIAL
21st century architecture, in line with the rapid development of technology, could be read through many different architectural expressions and movements in just the first two decades, but they all aim the same - sustainability and energy efficiency. The decade-long process of building the Faculty of Architecture and Civil Engineering in Banja Luka...
By Saša Čvoro, Malina Čvoro, Una Okilj
IMPACT OF DESCRIPTIVE GEOMETRY ON THE IMPROVEMENT OF SPATIAL ABILITIES OF ARCHITECTURE STUDENTS
Spatial intelligence is an important skill for students of technical faculties, especially those fields where the capacity for engineering thinking and creative expression is equally valued. The field of Architecture is emphasized here, and the issue of assessing the spatial abilities of architecture students and their improvement has often been ob...
By Dajana Papaz, Sandra Kosić-Jeremić, Maja Ilić
PARAMETRIC ANALYSIS ON FIRE RESISTANCE OF ONE WAY SIMPLY SUPPORTED REINFORCED CONCRETE SLABS
The behavior of simply supported reinforced concrete slabs in fire conditions and the influence ofcertain parameters on their fire resistance is analysed in this paper. The influence of the slab span,concrete cover thickness and the type of reinforcement scheme are analysed. All slabs are exposedto standard fire ISO 834. The analyses are conducted ...
By Fidan Salihu, Meri Cvetkovska
EXPERIMENTAL INVESTIGATION ON LWC WITH COMPLETE REPLACEMENT OF COURSE AGGREGATE BY EPS BEADS
In this paper, expanded polystyrene (EPS) lightweight concrete (LWC) was investigated. The mainaim was to design EPS LWC with the specified density of 1200 kg/m3 according to standard concretemix proportion. Mix proportion included total replacement of the conventional coarse aggregate bymaximum possible amount of EPS beads, which ensures concrete ...
By Natalija Bede, Neira Torić Malić
EXPERIMENTAL ANALYSIS OF STRUCTURAL DAMPING FOR BOLTED AND WELDED SPLICE CONNECTION JOINT FOR IPE-80 STEEL PROFILE
Progress and demands of all types of constructions imposed the need for the development of modernstructures that are lightweight, but at the same time have high damping capacity and stiffness. Theconsequences of these requirements are increased dynamic problems related to vibrations anddissipative processes in structure connection joints. Structura...
By Ognjen Mijatović, Zoran Mišković, Ratko Salatić, Rastislav Mandić, Valentina Golubović-Bugarski, Gabriel Relja