Recently, the stretch of cable-stayed bridges-CSB? span and the more slandering of stiffening girder make these bridge vulnerable for nonlinear behavior. The damage suffered during 1995 Hyogoken-Nanbu earthquake led to increased awareness concerning bridges? response and emphasized the need for sophisticated research to provide new procedures and specifications. A nonlinear time-history analysis has been conducted to complete the seismic design and establish expected seismic performance. An analytical model is developed for CSB towers to accurately understand 3D nonlinear dynamic response of bridge structures. Effective energy dissipation and semi-active control concepts are proposed to implement a retrofit countermeasure that provides an additional mechanism to meet the desired multiple performance objectives. A nonlinear dynamic soil structure interaction-SSI analysis is developed to estimate seismic response characteristics of CSB tower. It is determined that SSI plays a decisive role in the structural behavior. Design codes and retrofit techniques should be upgraded to take into account earthquake motion spatial variation and SSI.
Die Inhaltsangabe kann sich auf eine andere Ausgabe dieses Titels beziehen.
Anbieter: moluna, Greven, Deutschland
Kartoniert / Broschiert. Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Abdel Raheem Shehata E.Shehata E. ABDEL RAHEEM: Assoc Prof Earthquake Bridgen Structural Geotechnical. Assiut Univ, Egypt. DrEng 2003,n JSPS 2006 Hokkaido Univ. AvH 2005, Kassel Univ. Toshiron HAYASHIKAWA, Prof Ea. Bestandsnummer des Verkäufers 4966667
Anzahl: Mehr als 20 verfügbar
Anbieter: Books Puddle, New York, NY, USA
Zustand: New. Bestandsnummer des Verkäufers 26133534213
Anzahl: 4 verfügbar
Anbieter: Majestic Books, Hounslow, Vereinigtes Königreich
Zustand: New. Print on Demand. Bestandsnummer des Verkäufers 125971930
Anzahl: 4 verfügbar
Anbieter: Biblios, Frankfurt am main, HESSE, Deutschland
Zustand: New. PRINT ON DEMAND. Bestandsnummer des Verkäufers 18133534223
Anzahl: 4 verfügbar
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Recently, the stretch of cable-stayed bridges-CSB span and the more slandering of stiffening girder make these bridge vulnerable for nonlinear behavior. The damage suffered during 1995 Hyogoken-Nanbu earthquake led to increased awareness concerning bridges response and emphasized the need for sophisticated research to provide new procedures and specifications. A nonlinear time-history analysis has been conducted to complete the seismic design and establish expected seismic performance. An analytical model is developed for CSB towers to accurately understand 3D nonlinear dynamic response of bridge structures. Effective energy dissipation and semi-active control concepts are proposed to implement a retrofit countermeasure that provides an additional mechanism to meet the desired multiple performance objectives. A nonlinear dynamic soil structure interaction-SSI analysis is developed to estimate seismic response characteristics of CSB tower. It is determined that SSI plays a decisive role in the structural behavior. Design codes and retrofit techniques should be upgraded to take into account earthquake motion spatial variation and SSI. Bestandsnummer des Verkäufers 9783639202236
Anzahl: 2 verfügbar
Anbieter: preigu, Osnabrück, Deutschland
Taschenbuch. Zustand: Neu. Seismic Performance of Cable-Stayed Bridge Towers | Nonlinear Dynamic Analysis, Structural Control and Seismic Design | Shehata E. Abdel Raheem (u. a.) | Taschenbuch | Englisch | VDM Verlag Dr. Müller | EAN 9783639202236 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 101453073
Anzahl: 5 verfügbar
Anbieter: Revaluation Books, Exeter, Vereinigtes Königreich
Paperback. Zustand: Brand New. 160 pages. 8.66x5.91x0.37 inches. In Stock. This item is printed on demand. Bestandsnummer des Verkäufers 3639202236
Anzahl: 1 verfügbar