高速铁路技术
高速鐵路技術
고속철로기술
HIGH SPEED RAILWAY TECHNOLOGY
2014年
1期
63-67,92
,共6页
列车动载%候车厅%舒适度
列車動載%候車廳%舒適度
열차동재%후차청%서괄도
dynamic loads%waiting hall%comfortableness
基于车辆制动与启动原理,建立合肥南站的动力有限元模型,利用空间梁单元模拟车站的梁柱体系,利用空间板单元模拟楼板,并利用质量单元模拟节点质量;对每个轨道进行制动、启动、高速通过、低速通过4种激励方式,进行站房动力计算,得到候车厅的动力响应,并给出每种动力响应下的加速度时程曲线与各关键动力指标;通过时程积分的方法,得到了各种关键列车工况情况下,候车厅典型位置的动力响应曲线。通过频域分析方法,得到典型位置的加速度时程自功率谱密度函数,以此根据《城市区域环境振动标准》进行舒适度评估。结果表明合肥南站的候车厅舒适性满足规范要求。
基于車輛製動與啟動原理,建立閤肥南站的動力有限元模型,利用空間樑單元模擬車站的樑柱體繫,利用空間闆單元模擬樓闆,併利用質量單元模擬節點質量;對每箇軌道進行製動、啟動、高速通過、低速通過4種激勵方式,進行站房動力計算,得到候車廳的動力響應,併給齣每種動力響應下的加速度時程麯線與各關鍵動力指標;通過時程積分的方法,得到瞭各種關鍵列車工況情況下,候車廳典型位置的動力響應麯線。通過頻域分析方法,得到典型位置的加速度時程自功率譜密度函數,以此根據《城市區域環境振動標準》進行舒適度評估。結果錶明閤肥南站的候車廳舒適性滿足規範要求。
기우차량제동여계동원리,건립합비남참적동력유한원모형,이용공간량단원모의차참적량주체계,이용공간판단원모의루판,병이용질량단원모의절점질량;대매개궤도진행제동、계동、고속통과、저속통과4충격려방식,진행참방동력계산,득도후차청적동력향응,병급출매충동력향응하적가속도시정곡선여각관건동력지표;통과시정적분적방법,득도료각충관건열차공황정황하,후차청전형위치적동력향응곡선。통과빈역분석방법,득도전형위치적가속도시정자공솔보밀도함수,이차근거《성시구역배경진동표준》진행서괄도평고。결과표명합비남참적후차청서괄성만족규범요구。
A dynamic finite element model is established based on the principle of vehicle starting and braking.As for this model,the spatial beam element is used to simulate the columns and beams,the spatial plate element is used to simulate the floor,and the mass element is used to simulate the mass of nodes.Four kinds of incentive methods,inclu-ding vehicle starting,braking,running in high speed and running in low speed on each track are taken to analyze the station dynamic calculation,then record the dynamic responses of the waiting hall,and the acceleration time history curve and the pivotal dynamics index should be shown under each dynamic response.Next,the dynamic response curve of the typical representative positions of the waiting hall can be obtained under various pivotal working conditions of the vehicle by time-integration method.And then,the auto-power spectral density function of acceleration time course for the typical representative positions is acquired by frequency domain analysis method,with which and with measurement method for environmental vibration of urban area,comfortableness is evaluated.The results show that the comfortable-ness of the waiting hall meets the code requirements of vibration acceleration level.