Search
Now showing items 21-30 of 37
Beam theory in spline parametric cooridinate. Part II: examples / Teorija štapa u spline parametarskoj koordinati – II deo: primeri
(Gradjevinski fakultet, Subotica, 2014)
The Bernoulli–Euler and Timoshenko’s theory of arbitrary curved beam is derived in the system of NURBS parametric coordinates and detailed in the book [1]. The stiffness matrix of finite elements and overall structure are ...
Frequency- and time-domain methods related to flutter instability problem / Analiza problema flatera u vremenskom i frekventnom domenu
(Građevinski fakultet, Subotica, 2014)
Bridge flutter phenomenon presents an important criterion of instability, which has to be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter ...
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 ...
Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
Beam theory in spline parametric cooridinate. Part I / Teorija štapa u spline parametarskoj koordinati – deo I
(Građevinski fakultet, Subotica, 2014)
For defining geometry and displacement of arbitrary curved beam in Euclidean E3 space, using simple and rational basis spline, Bernoulli-Euler beam finite element is defined. Because geometry of line structures is exactly ...
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 ...
Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi
(Savez građevinskih inženjera Srbije, Beograd, 2014)
Comparative seismic analysis of RC buildings under influence of soil-structure interaction
(Savez građevinskih inženjera Srbije, Beograd, 2014)
In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types ...
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 ...
Nonlinear stability analysis of the frame structures
(South Eastern European Graduate School For Master and PhD Formation in Engineering, 2014)
In this doctoral thesis, the nonlinear stability analysis of frame structures is presented. Numerical analysis was performed by the finite element method. Stiffness matrices were derived using the trigonometric shape ...