Chapter
Apr 26, 2012
Analysis Model of the Dynamic Response of a Large Diameter Cylinder Breakwater (LDCB) under Random Waves
Authors: Xiaohong Zhong [email protected], Xireng Zhou [email protected], and Keli Sun [email protected]Author Affiliations
Publication: ICCTP 2011: Towards Sustainable Transportation Systems
Abstract
Dynamic modelling of large diameter cylinder breakwater (LDCB) under random waves is studied, which is classified first as three motion modes, namely, rotation, rotation-small sliding, and rotation-large sliding, according to the motion process of the LDCB. The spring-dashpot-antislider system to control the lateral sliding and corresponding motion equations are established, and the formulas to calculate added earth mass, added water mass, stiffness of foundation, and relative damping coefficients are put forward on the basis of the bottomless characteristics of the LDCB. It is calibrated by the practical engineering example that the dynamic model and its method can be used effectively in dynamic response analysis of the LDCB under random waves.
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ICCTP 2011: Towards Sustainable Transportation Systems
Pages: 3855 - 3867
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
Department of Civil Engineering, Shandong Communications College, Jinan 250000, China.E-mail: [email protected]
School of Civil Engineering, Tianjin University, Tianjin 300072, China.E-mail: [email protected]
School of Civil Engineering, Tianjin University, Tianjin 300072, China.E-mail: [email protected]
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