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Now showing items 31-40 of 66
One a possible constructive geometrical derivation of Mercator's conformal cylindrical map projection based on some historical facts
(Heldermann Verlag, 2006)
In modern cartography, Mercator's conformal cylindrical map projection is mathematically described by equations which involve logarithmic and trigonometric functions. It is evident that calculus and di®erential geometry ...
Thermoinelasticity of Damaged Elastomers by Self-consistent Method
(International Journal of Damage Mechanics, 2008)
This study deals with an elastomer body having a random 3D distribution of two types of inclusions: spheroidal mutually parallel voids and differently oriented reinforcing parallel elastomeric stiff spheroidal short fibers. ...
Damage control and repair for security of buildings
(Security and Reliability of Damaged Structures and Defective Materials, 2009)
Civil engineering objects, especially buildings, suffer the damage and failure tinder earthquake. Invented DC Damper System can increase the resistance and strengthen the construction, enabling tougher behaviour under ...
Absorbers of seismic energy for damaged masonary structures
(Kluwer Academic Publishers, 2006)
Analiza i kontrola ponašanja čeličnih ramova pri dejstvu zemljotresa / Analysis and Response Control of Steel Frames Subjected to Earthquakes
(2000)
The subject of the thesis is seismic analysis of steel plane frames with nonlinear semi
rigid and eccentric beam-to-column connections. A numerical model that includes both
nonlinear connection behaviour and geometric ...
A closed form solution using a generalized laminate plate theory / Analitičko rešenje opšte laminatne teorije kompozitnih ploča
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
In this paper, analytical solutions for static analysis of simply supported composite plates, based on generalized laminate plate theory (GLPT) are presented. The theory accounts for transverse shear deformation and layer ...
New seismic design approach of building structures / Savremeni pristup projektovanju aseizmičkih građevinskih objekata
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
In recent years, structural control for seismic loads is rapidly expanding principle, which substituted conventional principle based on ductile (yielding) response. Structural control fulfills the new requirement of permanent ...
Fracture of reinforced concrete beams subjected to three point bending
(International Journal of Damage Mechanics, 2003)
The present paper investigates deformation of three point bent reinforced concrete (RC) beams analytically (using fracture mechanics), computationally (using finite element method) and experimentally. As the applied force ...
Contribution to transient analysis of inelastic steel frames with semi-rigid connections
(Engineering Structures, 2008)
Dynamic behavior of multistory flexibly connected steel frames under earthquake excitations is studied in this paper. The numerical model that simultaneously includes nonlinear connection behavior, member yielding and ...
Discrete Kirchof theory of thin shells based on triangular finite element, II / Diskretna Kirchofljeva teorija tankih elastičnih ljuski izvedena iz trougaonog konačnog elementa, II
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2002)
Assuming convected coordinate frame, a three node triangular shell element which uses a discrete Kirchof bending formulation is presented. The tangential components and transverse displacement are approximated by complete ...