针对赣南大道下穿赣深高铁桥梁近接桥墩段路基施工优化比选问题,提出了一种基于层次分析法(Analytic Hierarchy Process,AHP)-指标相关性权重确定法(Criteria Importance Through Intercriteria Correlation,CRITIC)和逼近理想解排序法(...针对赣南大道下穿赣深高铁桥梁近接桥墩段路基施工优化比选问题,提出了一种基于层次分析法(Analytic Hierarchy Process,AHP)-指标相关性权重确定法(Criteria Importance Through Intercriteria Correlation,CRITIC)和逼近理想解排序法(Technique for Order Preference by Similarity to Ideal Solution,TOPSIS)的多因子多方案综合评价方法。首先,基于结构变形、内力变化和经济指标构建了客观可量化的下穿工程综合评价指标体系;其次,基于各评价指标的价值差异问题,提出了AHP-CRITIC综合赋权法,利用最小鉴别信息原理将主、客观权重相结合,充分考虑了下穿工程评价中主观判断的重要作用及评价指标间信息量的对比强度和冲突性;最后,利用TOPSIS法求得多维空间中样本点到理想样本的正、负理想距离,通过计算相对贴进度对下穿施工工法进行定量排序。研究表明,该方法对下穿工程评价的影响因素复杂性和评价标准模糊性具有良好的处理效果,为方案评估优化提供了一条有效途径。展开更多
The damage of the self-compacting concrete in CRTSⅢslab ballastless track on bridge will lead to a partial void of the track slab,which will affect the comfort and safety of the train and the durability of the track ...The damage of the self-compacting concrete in CRTSⅢslab ballastless track on bridge will lead to a partial void of the track slab,which will affect the comfort and safety of the train and the durability of the track slab and bridge structure.In order to study the impact of the interface crack on the dynamic response of CRTSⅢballastless track system on bridge,based on the principle of multi-body dynamics theory and ANSYS+SIMPACK co-simulation,the spatial model of vehicle-track-bridge integration considering the longitudinal stiffness of supports,the track structure and interlayer contact characteristics were established.The dynamic characteristics of the system under different conditions of the width,length and position of the interface crack were analysed,and the limited values of the length and width of the cracks at the track slab edge were proposed.The results show that when the self-compacting concrete does not completely void along the transverse direction of the track slab,the crack has little effect on the dynamic characteristics of the vehicle-track-bridge system.However,when the self-compacting concrete is completely hollowed out along the transverse direction of the track slab,the dynamic amplitudes of the system increase.When the crack length is 1.6 m,the wheel load reduction rate reaches 0.769,which exceeds the limit value and threatens the safety of train operation.The vertical acceleration of the track slab increases by 250.1%,which affects the service life of the track system under the train speed of 200 km/h.展开更多
文摘针对赣南大道下穿赣深高铁桥梁近接桥墩段路基施工优化比选问题,提出了一种基于层次分析法(Analytic Hierarchy Process,AHP)-指标相关性权重确定法(Criteria Importance Through Intercriteria Correlation,CRITIC)和逼近理想解排序法(Technique for Order Preference by Similarity to Ideal Solution,TOPSIS)的多因子多方案综合评价方法。首先,基于结构变形、内力变化和经济指标构建了客观可量化的下穿工程综合评价指标体系;其次,基于各评价指标的价值差异问题,提出了AHP-CRITIC综合赋权法,利用最小鉴别信息原理将主、客观权重相结合,充分考虑了下穿工程评价中主观判断的重要作用及评价指标间信息量的对比强度和冲突性;最后,利用TOPSIS法求得多维空间中样本点到理想样本的正、负理想距离,通过计算相对贴进度对下穿施工工法进行定量排序。研究表明,该方法对下穿工程评价的影响因素复杂性和评价标准模糊性具有良好的处理效果,为方案评估优化提供了一条有效途径。
基金Project(2017YFB1201204)supported by National Key R&D Program of China。
文摘The damage of the self-compacting concrete in CRTSⅢslab ballastless track on bridge will lead to a partial void of the track slab,which will affect the comfort and safety of the train and the durability of the track slab and bridge structure.In order to study the impact of the interface crack on the dynamic response of CRTSⅢballastless track system on bridge,based on the principle of multi-body dynamics theory and ANSYS+SIMPACK co-simulation,the spatial model of vehicle-track-bridge integration considering the longitudinal stiffness of supports,the track structure and interlayer contact characteristics were established.The dynamic characteristics of the system under different conditions of the width,length and position of the interface crack were analysed,and the limited values of the length and width of the cracks at the track slab edge were proposed.The results show that when the self-compacting concrete does not completely void along the transverse direction of the track slab,the crack has little effect on the dynamic characteristics of the vehicle-track-bridge system.However,when the self-compacting concrete is completely hollowed out along the transverse direction of the track slab,the dynamic amplitudes of the system increase.When the crack length is 1.6 m,the wheel load reduction rate reaches 0.769,which exceeds the limit value and threatens the safety of train operation.The vertical acceleration of the track slab increases by 250.1%,which affects the service life of the track system under the train speed of 200 km/h.
