Search Results - "Tsiatas, G"

A new Kirchhoff plate model based on a modified couple stress theory by Tsiatas, G.C.

“…In this paper a new Kirchhoff plate model is developed for the static analysis of isotropic micro-plates with arbitrary shape based on a modified couple stress…”
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Performance Indicators for Structural Systems and Infrastructure Networks by Ghosn, M, Dueñas-Osorio, L, Frangopol, D. M, McAllister, T. P, Bocchini, P, Manuel, L, Ellingwood, B. R, Arangio, S, Bontempi, F, Shah, M, Akiyama, M, Biondini, F, Hernandez, S, Tsiatas, G

“…AbstractEstablishing consistent criteria for assessing the performance of structural systems and infrastructure networks is a critical component of…”
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Dynamic Analysis and Seismic Response of Planar Circular Arches with Variable Cross-Section by Tsiatas, G. C., Fragiadakis, M.

“…The aim of this paper is to investigate the dynamic response of planar circular arches with variable cross-section subjected to seismic ground motions. Arches…”
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Nonlinear analysis of non-uniform beams on nonlinear elastic foundation by Tsiatas, G. C.

“…In this paper a boundary integral equation solution to the nonlinear problem of non-uniform beams resting on a nonlinear triparametric elastic foundation is…”
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A new microstructure-dependent Saint–Venant torsion model based on a modified couple stress theory by Tsiatas, G.C., Katsikadelis, J.T.

“…In this paper a new modified couple stress model is developed for the Saint–Venant torsion problem of micro-bars of arbitrary cross-section. The proposed model…”
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A BEM-based meshless solution to buckling and vibration problems of orthotropicplates by Tsiatas, G.C., Yiotis, A.J.

“…In this paper a BEM-based meshless solution is presented to buckling and vibration problems of Kirchhoff orthotropic plates with arbitrary shape. The plate is…”
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Large deflection analysis of elastic space membranes by Tsiatas, G. C., Katsikadelis, J. T.

“…In this paper a solution to the problem of elastic space (initially non‐flat) membranes is presented. A new formulation of the governing differential equations…”
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Elastic flexural buckling analysis of composite beams of variable cross-section by BEM by Sapountzakis, E.J., Tsiatas, G.C.

“…In this paper a boundary element method is developed for the elastic flexural buckling analysis of composite Euler–Bernoulli beams of arbitrary variable…”
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Nonlinear analysis of elastic space cable-supported membranes by Tsiatas, G.C., Katsikadelis, J.T.

“…In this paper a solution method is presented for the coupled problem of elastic flat or space membranes supported by elastic flexible cables. Both membrane and…”
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Non-linear dynamic analysis of beams with variable stiffness by Katsikadelis, J.T., Tsiatas, G.C.

“…In this paper the analog equation method (AEM), a BEM-based method, is employed to the non-linear dynamic analysis of a Bernoulli–Euler beam with variable…”
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Flexural-torsional Vibrations of Beams by BEM by Sapountzakis, E. J., Tsiatas, G. C.

“…In this paper a boundary element method is developed for the general flexural-torsional vibrations of Euler–Bernoulli beams of arbitrarily shaped constant…”
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Post-critical behavior of damped beam columns with variable cross section subjected to distributed follower forces by Tsiatas, G. C., Katsikadelis, J. T.

“…In this paper the post-critical behavior of beam columns with variable mass and stiffness properties subjected to follower forces arbitrarily distributed along…”
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Regulating the vibratory motion of beams using shape optimization by Katsikadelis, J.T., Tsiatas, G.C.

“…In this paper, shape optimization is used to regulate the vibrations of an Euler–Bernoulli beam having constant material volume. This is achieved by varying…”
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Large deflection analysis of beams with variable stiffness by KATSIKADELIS, J. T, TSIATAS, G. C

“…In this paper, the Analog Equation Method (AEM), a BEM-based method, is employed to the nonlinear analysis of a Bernoulli-Euler beam with variable stiffness…”
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Non-linear dynamic stability of damped Beck's column with variable cross-section by Katsikadelis, J.T., Tsiatas, G.C.

“…In this paper the non-linear dynamic stability of Beck's column with variable mass and stiffness properties in the presence of damping (both internal and…”
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A BEM based domain decomposition method for nonlinear analysis of elastic space membranes by Tsiatas, G. C., Katsikadelis, J. T.

“…In this paper the Domain Decomposition Method (DDM) is developed for nonlinear analysis of both flat and space elastic membranes of complicated geometry which…”
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The analog equation method for large deflection analysis of membranes. A boundary-only solution by KATSIKADELIS, J. T, NERANTZAKI, M. S, TSIATAS, G. C

“…In this paper the analog equation method (AEM) is applied to nonlinear analysis of elastic membranes with arbitrary shape. In this case the transverse…”
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Simple Dynamic Model for Fender Pile Analysis and Design by Bradshaw, A. S, Baxter, C. D. P, Tsiatas, G, Marinucci, A, Ressler, J, Morgan, R

“…Pier fender systems such as fender piling must be designed to absorb the impact energy of berthing vessels to avoid damage to either the vessel or pier…”
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The analog equation method for large deflection analysis of heterogeneous orthotropic membranes: a boundary-only solution by Katsikadelis, J.T., Tsiatas, G.C.

“…In this paper, the analog equation method (AEM) is applied to nonlinear analysis of heterogeneous orthotropic membranes with arbitrary shape. In this case, the…”
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Buckling load optimization of beams by Katsikadelis, J.T., Tsiatas, G.C.

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