Ivan Mrdak
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View article: Assessment of torsional irregularity provisions for buildings in accordance with Eurocode 8
Assessment of torsional irregularity provisions for buildings in accordance with Eurocode 8 Open
Irregular structures present a particular design challenge for structural engineers, especially if they are located in seismically active areas. It has been observed that in earthquake-affected areas, structures with a configuration classi…
View article: NONLINEAR SEISMIC ASSESSMENT OF COUPLED WALLS DESIGNED IN ACCORDANCE WITH EUROCODE 8
NONLINEAR SEISMIC ASSESSMENT OF COUPLED WALLS DESIGNED IN ACCORDANCE WITH EUROCODE 8 Open
Experience from previous earthquakes have shown that wall structural systems experience less damage during earthquake compared to frame systems. Wall systems for functional and architectural reasons frequently have openings (windows, doors…
View article: GEODETIC WORKS ON THE CONSTRUCTION OF THE MRKE TUNNEL IN THE CONTEXT OF METHOD OF EXECUTION OF WORKS AND GEOMORPHOLOGICAL CONDITIONS
GEODETIC WORKS ON THE CONSTRUCTION OF THE MRKE TUNNEL IN THE CONTEXT OF METHOD OF EXECUTION OF WORKS AND GEOMORPHOLOGICAL CONDITIONS Open
<jats:p>In this paper geodetic works during the excavation of tunnels are presented, with specific example of Mrke Tunnel on the highway section Smokovac -Mateševo in Montenegro. All phases of geodetic works have been presente…
View article: EUROCODE-BASED SEISMIC ASSESSMENT OF FRAME STRUCTURE WITH NON-LINEAR DYNAMIC ANALYSIS
EUROCODE-BASED SEISMIC ASSESSMENT OF FRAME STRUCTURE WITH NON-LINEAR DYNAMIC ANALYSIS Open
Nonlinear analysis enables engineers to control various aspects of seismic behavior.Utilizing nonlinear analysis, engineers can directly determine inelastic deformations of elements (e.g.rotation), as well as deformations of the structure …
View article: ANALYSIS OF THE INFLUENCE OF GROUND TYPES ON SEISMIC RESPONSE OF MULTI-STOREY FRAME STRUCTURE
ANALYSIS OF THE INFLUENCE OF GROUND TYPES ON SEISMIC RESPONSE OF MULTI-STOREY FRAME STRUCTURE Open
<jats:p>Experiences from previous earthquakes have shown that level of structural damages depends onground features where the structure is placed. Also, it is noted that reinforced concrete framestructures collapse due to the appeara…