Seismic Response of Submerged Floating Tunnel Tether
Seismic Response of Submerged Floating Tunnel Tether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.