DYNAMIC RESPONSE OF VERTICAL STRUCTURES TO BREAKING WAVE FORCES - REVIEW OF THE CIS DESIGN EXPERIENCE

Proceedings of the International Conference on Coastal Engineering

H. Oumeraci²  J.G. Marinski¹ 

[1] Bulgarian Academy of Sciences, Institute of Water Problems;Franzius-Institut, University of Hannover

关键词: CID design;    dynamic response;    vertical structure;    breaking waves;    wave force;   

DOI  :  10.9753/icce.v23.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The necessity of a dynamic analysis and the dynamic approaches available in the CIS, formerly Soviet Union, for the stability of vertical structures subject to breaking wave impact loads are first briefly discussed. The different steps of the dynamic method recommended by the Russian Design Guidelines VNIIG-77 are presented. The results obtained by using the different static and dynamic methods for a numerical example are compared. Finally the effect of the nonlinear behaviour of the foundation of the structure under impact loads is discussed.

【 授权许可】

Unknown