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Seismic Response of Submerged Floating Tunnel Tether

Seismic Response of Submerged Floating Tunnel Tether

作     者:苏志彬 孙胜男 

作者机构:School of Architecture and Civil EngineeringLiaocheng University 

出 版 物:《China Ocean Engineering》 (中国海洋工程(英文版))

年 卷 期:2013年第27卷第1期

页      面:43-50页

核心收录:

学科分类:081406[工学-桥梁与隧道工程] 08[工学] 0814[工学-土木工程] 082301[工学-道路与铁道工程] 0823[工学-交通运输工程] 

基  金:supported by the National Natural Science Foundation of China (Grant No. 51108224) the Promotive Research Fund for Excellent Young and Middle-aged Scientists of Shandong Province (Grant No. BS2010HZ005) 

主  题:submerged floating tunnel seismic response Runge-Kuta integration method tether parametric excitation 

摘      要:A mathematical equation for vibration of submerged floating tunnel tether under the effects of earthquake and parametric excitation is presented. Multi-step Galerkin method is used to simplify this equation and the fourth-order Runge-Kuta integration method is used for numerical analysis. Finally, vibration response of submerged floating tunnel tether subjected to earthquake and parametric excitation is analyzed in a few numerical examples. The results show that the vibration response of tether varies with the seismic wave type; the steady maximum mid-span displacement of tether subjected to seismic wave keeps constant when parametric resonance takes place; the transient maximum mid-span displacement of tether is related to the peak value of input seismic wave acceleration.

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