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The behaviour of Composite Plates under different Loading types
(Structural Integrity and Life, Serbia, 2007)
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 ...
Nonlinear analysis of frames with flexible connections
(Elsevier Ltd, 2001)
The effects of flexibility and eccentricity in the nodal connections of plane frames due to static loading are considered in this paper. A numerical model that includes both nonlinear connection behavior and geometric ...
Absorbers of seismic energy for damaged masonary structures
(Kluwer Academic Publishers, 2006)
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. ...
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 ...
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 ...
Dynamic analysis of steel frames with flexible connections
(Elsevier Ltd, 2002)
This paper deals with the effects of flexibility and damping in the nodal connections on the dynamic behavior of plane steel frames, A flexible eccentric connection is idealized by nonlinear rotational spring and dashpot ...