The present research aims to develop an effective and applicable structural damage detection method. A damage identification approach using only the changes of measured natural frequencies is presented. The structural damage model is assumed to be associated with a reduction of a contribution to the element stiffness matrix equivalent to a scalar reduction of the material modulus. The computational technique used to identify the damage from the measured data is described. The performance of the proposed technique on numerically simulated real concrete girder bridge is evaluated using imposed damage scenarios. To demonstrate the applicability of the proposed method by employing experimental measured natural frequencies this technique is applied for the first time to a simply supported reinforced concrete beam statically loaded incrementally to failure.
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1. TALLA RAM PRASANNA KUMAR REDDY Ph.D RESEARCH SCHOLAR FROM KANPUR UNIVERSITY KANPUR, U.P, India.2.Dr.G.Manoj Someswar Ph.D. DEAN (R&D) Global Research Academy, Hyderabad, Telangana, India.3.DR. V. KRISHNANAIK Ph.D(ECE) Professor in Brilliant Grammar School Educational Society group of Intuitions - Integrated Campus, Hyderabad, Telangana,India.
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The present research aims to develop an effective and applicable structural damage detection method. A damage identification approach using only the changes of measured natural frequencies is presented. The structural damage model is assumed to be associated with a reduction of a contribution to the element stiffness matrix equivalent to a scalar reduction of the material modulus. The computational technique used to identify the damage from the measured data is described. The performance of the proposed technique on numerically simulated real concrete girder bridge is evaluated using imposed damage scenarios. To demonstrate the applicability of the proposed method by employing experimental measured natural frequencies this technique is applied for the first time to a simply supported reinforced concrete beam statically loaded incrementally to failure. Bestandsnummer des Verkäufers 9786209640476
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Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The present research aims to develop an effective and applicable structural damage detection method. A damage identification approach using only the changes of measured natural frequencies is presented. The structural damage model is assumed to be associated with a reduction of a contribution to the element stiffness matrix equivalent to a scalar reduction of the material modulus. The computational technique used to identify the damage from the measured data is described. The performance of the proposed technique on numerically simulated real concrete girder bridge is evaluated using imposed damage scenarios. To demonstrate the applicability of the proposed method by employing experimental measured natural frequencies this technique is applied for the first time to a simply supported reinforced concrete beam statically loaded incrementally to failure.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 252 pp. Englisch. Bestandsnummer des Verkäufers 9786209640476
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