Considering arch rib, lateral brace, suspender, girder, pier and track position, the model for the interaction between long-span tied arch continuous bridge and multiple tracks was established by using steel-concrete ...Considering arch rib, lateral brace, suspender, girder, pier and track position, the model for the interaction between long-span tied arch continuous bridge and multiple tracks was established by using steel-concrete composite section beam element to simulate concrete-filled steel tube(CFST) arch rib, using the beam element with rigid arm to simulate the prestressed concrete girder and using nonlinear bar element to simulate longitudinal constraint between track and bridge. Taking a(77+3×156.8+77) m tied arch continuous bridge with four tracks on the Harbin-Qiqihar Passenger Dedicated Line as an example, the arrangement of continuously welded rail(CWR) was explored. The longitudinal force in CWR on the tied arch continuous bridge, the pier top horizontal force and torque due to the unbalance load case, were analyzed under the action of temperature, vertical live load, train braking and wind load.Studies show that, it can significantly reduce track displacement to set the track expansion devices at main span arch springing on both sides; the track stress due to arch temperature variation can reach 40.8 MPa; the track stress, pier top horizontal force and torque are related to the number of loaded tracks and train running direction, and the bending force applied to unloaded track is close to the loaded track, while the braking force applied to unloaded track is 1/4 to 1/2 of the loaded track; the longitudinal force of track due to the wind load is up to 12.4 MPa, which should be considered.展开更多
为解决位置精度衰减因子(position dilution of precision,PDOP)监测评估中经常使用的等经纬度间隔格网模型(equal-interval of longitude and latitude grid,GRID_ELL)存在全球格网点分布不合理、评估统计结果有偏差、计算和存储效率...为解决位置精度衰减因子(position dilution of precision,PDOP)监测评估中经常使用的等经纬度间隔格网模型(equal-interval of longitude and latitude grid,GRID_ELL)存在全球格网点分布不合理、评估统计结果有偏差、计算和存储效率低等问题,进一步开展全球PDOP长周期实时监测服务,引入两种等面积格网模型:等弧长格网模型(equal-arch-length grid,GRID_EAL)和正二十面体球面格网模型(icosahedron-based grid,GRID_IB),并分析其与GRID_ELL模型之间的差异。结果表明,两种等面积格网模型能够显著改善GRID_ELL模型全球格网点分布不均匀的现象以及目前全球PDOP监测评估统计结果中的偏差。重点针对不同格网间距的GRID_EAL模型适用性进行测试,结果表明,5°间隔的GRID_EAL模型能在保持全球PDOP监测评估准确性的同时,在计算效率和存储上带来36.3%和34.1%的提升与优化。展开更多
A long-span concrete-filled steel tubular(CFST)arch bridge suffers severe vehicle-induced dynamic responses during its service life.However,few quantitative studies have been reported on the typical diseases suffered ...A long-span concrete-filled steel tubular(CFST)arch bridge suffers severe vehicle-induced dynamic responses during its service life.However,few quantitative studies have been reported on the typical diseases suffered by such bridges and their effects on vehicle-induced dynamic response.Thus,a series of field tests and theoretical analyses were conducted to study the effects of typical diseases on the vehicle-induced dynamic response of a typical CFST arch bridge.The results show that a support void results in a height difference between both sides of the expansion joint,thus increasing the effect of vehicle impact on the main girder and suspenders.The impact factor of the displacement response of the main girder exceeds the design value.The variation of the suspender force is significant,and the diseases are found to have a greater effect on a shorter suspender.The theoretical analysis results also show that the support void causes an obvious longitudinal displacement of the main girder that is almost as large as the vertical displacement.The support void can also cause significant changes in the vehicle-induced acceleration response,particularly when the supports and steel box girder continue to collide with each other under the vehicle load.展开更多
基金Project(51378503)supported by the National Natural Science Foundation of ChinaProject(2014M552158)supported by China Postdoctoral Science Foundation
文摘Considering arch rib, lateral brace, suspender, girder, pier and track position, the model for the interaction between long-span tied arch continuous bridge and multiple tracks was established by using steel-concrete composite section beam element to simulate concrete-filled steel tube(CFST) arch rib, using the beam element with rigid arm to simulate the prestressed concrete girder and using nonlinear bar element to simulate longitudinal constraint between track and bridge. Taking a(77+3×156.8+77) m tied arch continuous bridge with four tracks on the Harbin-Qiqihar Passenger Dedicated Line as an example, the arrangement of continuously welded rail(CWR) was explored. The longitudinal force in CWR on the tied arch continuous bridge, the pier top horizontal force and torque due to the unbalance load case, were analyzed under the action of temperature, vertical live load, train braking and wind load.Studies show that, it can significantly reduce track displacement to set the track expansion devices at main span arch springing on both sides; the track stress due to arch temperature variation can reach 40.8 MPa; the track stress, pier top horizontal force and torque are related to the number of loaded tracks and train running direction, and the bending force applied to unloaded track is close to the loaded track, while the braking force applied to unloaded track is 1/4 to 1/2 of the loaded track; the longitudinal force of track due to the wind load is up to 12.4 MPa, which should be considered.
文摘为解决位置精度衰减因子(position dilution of precision,PDOP)监测评估中经常使用的等经纬度间隔格网模型(equal-interval of longitude and latitude grid,GRID_ELL)存在全球格网点分布不合理、评估统计结果有偏差、计算和存储效率低等问题,进一步开展全球PDOP长周期实时监测服务,引入两种等面积格网模型:等弧长格网模型(equal-arch-length grid,GRID_EAL)和正二十面体球面格网模型(icosahedron-based grid,GRID_IB),并分析其与GRID_ELL模型之间的差异。结果表明,两种等面积格网模型能够显著改善GRID_ELL模型全球格网点分布不均匀的现象以及目前全球PDOP监测评估统计结果中的偏差。重点针对不同格网间距的GRID_EAL模型适用性进行测试,结果表明,5°间隔的GRID_EAL模型能在保持全球PDOP监测评估准确性的同时,在计算效率和存储上带来36.3%和34.1%的提升与优化。
基金This research was supported by the National Natural Science Foundation of China(Grant Nos.51908015,51978021)National Key Research and Development Program of China(Grant Nos.2017YFC1500604,2017YFC1500603)+1 种基金Beijing Municipal Education Commission(Nos.KM201910005020,IDHT20190504)the Basic Research Fund of Beijing University of Technology(No.004000546318524).
文摘A long-span concrete-filled steel tubular(CFST)arch bridge suffers severe vehicle-induced dynamic responses during its service life.However,few quantitative studies have been reported on the typical diseases suffered by such bridges and their effects on vehicle-induced dynamic response.Thus,a series of field tests and theoretical analyses were conducted to study the effects of typical diseases on the vehicle-induced dynamic response of a typical CFST arch bridge.The results show that a support void results in a height difference between both sides of the expansion joint,thus increasing the effect of vehicle impact on the main girder and suspenders.The impact factor of the displacement response of the main girder exceeds the design value.The variation of the suspender force is significant,and the diseases are found to have a greater effect on a shorter suspender.The theoretical analysis results also show that the support void causes an obvious longitudinal displacement of the main girder that is almost as large as the vertical displacement.The support void can also cause significant changes in the vehicle-induced acceleration response,particularly when the supports and steel box girder continue to collide with each other under the vehicle load.
