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Traffic-induced vibrations of frame structures
(Canadian Journal of Civil Engineering, 2013)
Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete ...
Experimental and numerical research on damage localization in plate-like concrete structures using hybrid approach
(John Wiley and Sons Ltd, 2018)
This paper presents an experimental-numerical analysis of damage localization of concrete plate-like elements on the basis of hybrid approach. The proposed hybrid approach uses the fast discrete wavelet transform, energy ...
Hysteretic behavior of rectangular tube (box) sections based on Preisach model
(Archive of Applied Mechanics, 2012)
In the present paper, the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. Rate of loading and viscous effects will not be considered. The problem of axial loading of rectangular ...
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 ...
Rotation-free isogeometric dynamic analysis of an arbitrarily curved plane Bernoulli-Euler beam
(Elsevier Ltd, 2019)
A novel rotation-free isogeometric formulation of in-plane dynamic analysis of an arbitrarily curved Bernoulli-Euler beam in the convective frame of reference is presented. The driving force behind the present study has ...
Furthering knowledge on the flow pattern around high-rise buildings: LES investigation of the wind energy potential
(Elsevier, 2022)
To understand the favourable locations for maximum yield of urban wind energy, understanding the flow pattern on the roof region of high-rise buildings is crucial. However, very few studies in the literature report on the ...
A simple solution for a crack reinforced by bands
(Engineering Fracture Mechanics, 1989)
The paper represents a simple approximate solution for a crack reinforced by elastic bands (springs). The obtained results for the stress intensity factor are compared with the exact solutions for the case of infinitely ...
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. ...
A contribution to the analysis of box beams with deformable cross section
(Journal of Constructional Steel Research, 1988)
This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders ...
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 ...