School of Architecture, Land and Environmental Sciences: Recent submissions
Now showing items 181-188 of 188
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Complete analytical solution of linear soil pressure on rigid spread rectangular footings
(2015)In this paper the complete analytical solution concerning the linear soil pressure on rigid spread rectangular footings is formulated. All five distinct regions on the eccentricity map are related to five possible types ...
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Frequency Response of Nonproportionally Damped, Lumped Parameter, Linear Dynamic Systems
(Technical Committee on Vibration and Sound, 1990)The frequency response of nonproportionally (or nonclassically or non-Raleigh) damped linear lumped mass systems is discussed here. The exact method, via Laplace transforms, is presented and the practical difficulties ...
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Literature Review
(Shock and Vibration Information Center, 1989)This paper forms a literature survey on lumped and distributed parameter, linear, viscously damped, dynamic systems, possessing non-classical modes.
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Nature of coupling in nonconservative lumped parameter systems
(American Institute of Aeronautics and Astrnautics, 1989)Although the response of undamped or at least proportionally damped linear systems can be determined easily by modal analysis, the prediction of the response of nonproportionally damped linear systems requires either more ...
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Ratio of Torsion (ROT): An index for assessing the global induced torsion in plan irregular buildings
(TECHNO-PRESS, 2015-01-15)Due to earthquakes, many structures suffered extensive damages that were attributed to the torsional effect caused by mass, stiffness or strength eccentricity. Due to this type of asymmetry torsional moments are generated ...
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Noise and Vibration study for the Hellenic Navy Offshore Patrol Vessels
(1991)Prelemenary free hull girder vibration study of offshore patrol vessel of Hellenic Navy
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Optimum Design Approaches for Improving the Seismic Performance of 3D RC Buildings
(Taylor & Francis, 2009-03-28)In this article, a number of design approaches for 3D reinforced concrete (RC) buildings are formulated in the framework of structural optimization problems and are assessed in terms of their performance under earthquake ...
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Automatic Minimization of the Rigidity Eccentricity of 3D Reinforced Concrete Buildings
(Taylor & Francis, 2007)The objective of this paper is to obtain the optimum design of 3D reinforced concrete buildings in terms of their performance under earthquake loading. This goal is achieved by considering the minimization of the ...