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Analysis of rail-bridge interaction of a high-speed railway suspension bridge under near-fault pulse-type earthquakes

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Transportation Safety and Environment 2024年第3期6卷 71-84页

作者： Xiangdong Yu Bangzheng Jiang Haiquan Jing School of Civil Engineering Central South UniversityChangsha 410075HunanChina

Due to the limitations of railway route selection,some high-speed railways are inevitably built near or across fault *** study the distribution of rail-bridge interaction under different load history states of suspension bridges under three types of near-fault pulse-type earthquakes,this paper takes China’s longest high-speed railway suspension bridge—Wufengshan Yangtze River Bridge-as the background and establishes a spatial model of the rail-bridge interaction of a suspension *** results show that:under the constant load state,the distribution of additional force under three types of pulse-type earthquakes is generally consistent,and pulse-type earthquakes produce more significant responses than non-pulse-type earthquakes;with fling-step pulse being the largest,it is advised to specifically consider the influence of the fling-step pulse in the *** the initial condition of the main beam temperature loading history,all rail-bridge additional forces increase significantly,particularly affecting the steel rail *** value of the rail-bridge interaction additional force under the near-fault earthquake in the initial state of the suspension bridge when the train deflection load is loaded from the tower to the mid-span is more significant and particularly *** initial effect of the braking load will weaken the effect of the deflection load loading *** results of the study indicate that the effect of the initial state of suspension bridges is an important factor influencing the rail-bridge interaction under near-fault pulse-type earthquakes,which needs to be considered in future seismic design.

关键词： rail-bridge interaction high-speed railway suspension bridge near-fault pulse-type earthquakes loading history initial state

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