Pretraživanje
Prikaz rezultata 1-5 od 5
Classification of earthquake induced wall damages for masonry / Klasifikacija oštećenja zidova na zidanim objektima usled zemljotresa
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The state can come into a state of emergency, after strong earthquake, when fast, efficient and professional assessment of the damaged buildings is needed. As the number of masonry buildings is the largest in the fund, it ...
Numerical test of Damage detection using Tabu search method / Numerički eksperiment detekcije oštećenja primenom tabu search metode
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The study presents the procedure of simulation of damage detection of simply supported steel beam using Tabu search optimization method. Numerical computation carried out in ANSYS finite element analysis software. Damage ...
Bending resistance of composite section with partial shear connection according to EC4 / Nosivost na savijanje spregnutog preseka sa parcijalnim smičućim spojem prema EC4
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Bending resistance of a composite steel and concrete section apart from shape and dimensions of a cross section and mechanical characteristics of materials, depends also on type of shear connection, i.e. connectors and ...
Numerical test of damage detection using simulated annealing method / Numerički eksperiment detekcije oštećenja primenom simulated annealing metode
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
In the paper, procedure of structural damage detection with application to a simple supported steel beam model, is presented. Simulated Annealing optimization technique is used to determine damaged element by numerical ...
Influence of soil-structure interaction on the seismic response of RC buildings
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete ...