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A. Elenas, A. Liolios, L. Vasiliadis, "Influence of Earthquake Characteristics to Nonlinear Behaviour of Reinforced Concrete Structures", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 133-137, 1996. doi:10.4203/ccp.43.7.2

Abstract

This paper describes in the first part some strong motion acceleration parameters in the time and in the frequency domain. Furthermore, a classification of the ground motions at a site according to their damage potential is presented. The second part deals with a nonlinear analysis of a six storey reinforced concrete plane frame and the influence of the afforementioned acceleration parameters on the behaviour of the structure. Damage indicators in the form of cross sectional ductility demand are evaluated and correlated with the strong motion characteristics. Furthermore, the ductility demand is compared with the cross sectional ductility supply of the frame structure. The aim is to extract among the several here presented seismic parameters, those which have drastic affection on the damage indicators of the structures. The attention is focused on earthquake acceleration time histories recorded in Greece.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 43 ADVANCES IN COMPUTATIONAL TECHNIQUES FOR STRUCTURAL ENGINEERING Edited by: B.H.V. Topping Paper VII.2 Influence of Earthquake Characteristics to Nonlinear Behaviour of Reinforced Concrete Structures A. Elenas, A. Liolios and L. Vasiliadis Department of Civil Engineering, Democritus-University of Thrace, Xanthi, Greece doi:10.4203/ccp.43.7.2 purchase the full-text of this paper Full Bibliographic Reference for this paper A. Elenas, A. Liolios, L. Vasiliadis, "Influence of Earthquake Characteristics to Nonlinear Behaviour of Reinforced Concrete Structures", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 133-137, 1996. doi:10.4203/ccp.43.7.2 Abstract This paper describes in the first part some strong motion acceleration parameters in the time and in the frequency domain. Furthermore, a classification of the ground motions at a site according to their damage potential is presented. The second part deals with a nonlinear analysis of a six storey reinforced concrete plane frame and the influence of the afforementioned acceleration parameters on the behaviour of the structure. Damage indicators in the form of cross sectional ductility demand are evaluated and correlated with the strong motion characteristics. Furthermore, the ductility demand is compared with the cross sectional ductility supply of the frame structure. The aim is to extract among the several here presented seismic parameters, those which have drastic affection on the damage indicators of the structures. The attention is focused on earthquake acceleration time histories recorded in Greece. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £68 +P&P)
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