桥梁多位于水陆交界处,地势空旷,极易遭受雷击。对桥梁雷电暂态特性及相关效应进行定量分析,可为桥梁的防雷设计提供科学的数据支撑。本文以单塔斜拉索桥梁为例,利用CDEGS(Current Distribution Electromagnetic Interference Grounding...桥梁多位于水陆交界处,地势空旷,极易遭受雷击。对桥梁雷电暂态特性及相关效应进行定量分析,可为桥梁的防雷设计提供科学的数据支撑。本文以单塔斜拉索桥梁为例,利用CDEGS(Current Distribution Electromagnetic Interference Grounding and Soil Structure Analysis)软件建立桥梁三维仿真模型,模拟一般斜拉索结构桥梁的塔顶、斜拉索和桥面分别遭受直击雷时,桥梁磁场、跨步电压及雷电流分布情况。结果表明:(1)雷击斜拉索时,桥梁电子信息设备安装处磁场强度峰值最大,雷击塔顶时次之,雷击桥面时最小;雷击斜拉索时桥梁下方地面处的跨步电压峰值最大,雷击桥面时桥梁下方地面处的跨步电压峰值最小;(2)斜拉索上雷电流的大小分布与雷击点位置、斜拉索与接地体之间的距离以及斜拉索长度有关,斜拉索离接地体位置越近,长度越短,其上流过的雷电流越大;(3)接地体上雷电流的大小分布与雷击点位置及接地体的布设位置相关。距离雷击点位置越近,接地体上的雷电流幅值越大,布设在中间位置的接地体由于屏蔽效应雷电流呈现大幅减小的现象;布设在边缘位置的接地体上的雷电流波前时间变化不大,对原始雷电波陡度的削减作用不明显,而布设在中间位置的接地体上雷电流波前时间呈大幅升高的趋势,降低了雷电波因陡度大而造成的危害。展开更多
This paper focuses on introducing the manufacture technology of 1 770 MPa galvanized steel wires for stay cables applied to domestic bridges.During the development practices of high strength galvanized wire for stay c...This paper focuses on introducing the manufacture technology of 1 770 MPa galvanized steel wires for stay cables applied to domestic bridges.During the development practices of high strength galvanized wire for stay cables used in Sutong Bridge,Baosteel has established three key technologies based on research of manufacture technology and technical innovation.The three key technologies are:"Double Tensioning + limiter die" process,"dominant process + fine adjustment" in integrated optimization technology and "three-level control" in hot dip galvanization.With these key technologies,Baosteel has produced 1 770 MPa galvanized wires for stay cable,which has high tensile strength,low relaxation and good torsion performances.展开更多
To discuss the applicability of advanced composite carbon fiber reinforced polymer(CFRP) and ultrahigh performance concrete reactive powder concrete(RPC) in super-long span cable-stayed bridges, taking a 1 008 m cable...To discuss the applicability of advanced composite carbon fiber reinforced polymer(CFRP) and ultrahigh performance concrete reactive powder concrete(RPC) in super-long span cable-stayed bridges, taking a 1 008 m cable-stayed bridge with steel girders and steel cables as an example,a new cable-stayed bridge in the same span with RPC girders and CFRP cables was designed,in which the cable's cross section was determined by the principle of equivalent cable capacity and the girder's cross section was determined in virtual of its stiffness, shear capacity and local stability. Based on the methods of finite element analysis,the comparative analysis of these two cable-stayed bridge schemes about static performances,dynamic performances,stability and wind resistance behavior were carried out. The results showed that it was feasible to form a highly efficient,durable concrete cable-stayed bridge with RPC girders and CFRP cables and made its applicable span range expand to 1 000 m long around.展开更多
The conventional dynamic control devices,such as fluid viscous damper(VFD)and isolating bearings,are unsuitable for the double-deck cable-stayed bridge due to a lack of sustainability,so it is necessary to introduce s...The conventional dynamic control devices,such as fluid viscous damper(VFD)and isolating bearings,are unsuitable for the double-deck cable-stayed bridge due to a lack of sustainability,so it is necessary to introduce some high-tech dynamic control devices to reduce dynamic response for double-deck cable-stayed bridges under earthquakes.A(90+128)m-span double-deck cable-stayed bridge with a steel truss beam is taken as the prototype bridge.A 3D finite element model is built to conduct the nonlinear time-history analysis of different site categories in fortification intensityⅨ(0.40 g)degree area.Two new types of dynamic control devices-cable sliding friction aseismic bearings(CSFABs)and elasticity fluid viscous dampers composite devices(EVFDs)are introduced to reduce the dynamic responses of double-deck cable-stayed bridges with steel truss beam.The parametric optimization design for the damping coefficient C and the elastic stiffness of spring K of EVFDs is conducted.The following conclusions are drawn:(1)The hybrid support system by EVFDs and CSFABs play a good function under both seismic and regular work,especially in eliminating the expansion joints damage;(2)The hybrid support system can reduce the beam-end displacement by 75%and the tower-bottom bending moment by 60%under the longitudinal seismic excitation.In addition,it can reduce the pier-bottom bending moment by at least 45%under transverse seismic and control the relative displacement between the pier and beam within 0.3 m.(3)Assuming the velocity indexα=0.3,the parametric optimization suggests the damping coefficient C as 2000 kN·s·m-1in siteⅠ0,4000kN·s·m-1in siteⅡ,6000 kN·s·m-1in siteⅣ,and the elastic stiffness of spring K as 10000 kN/m in siteⅠ0,50000 kN/m in siteⅡ,and 100000 kN/m in siteⅣ.展开更多
文摘桥梁多位于水陆交界处,地势空旷,极易遭受雷击。对桥梁雷电暂态特性及相关效应进行定量分析,可为桥梁的防雷设计提供科学的数据支撑。本文以单塔斜拉索桥梁为例,利用CDEGS(Current Distribution Electromagnetic Interference Grounding and Soil Structure Analysis)软件建立桥梁三维仿真模型,模拟一般斜拉索结构桥梁的塔顶、斜拉索和桥面分别遭受直击雷时,桥梁磁场、跨步电压及雷电流分布情况。结果表明:(1)雷击斜拉索时,桥梁电子信息设备安装处磁场强度峰值最大,雷击塔顶时次之,雷击桥面时最小;雷击斜拉索时桥梁下方地面处的跨步电压峰值最大,雷击桥面时桥梁下方地面处的跨步电压峰值最小;(2)斜拉索上雷电流的大小分布与雷击点位置、斜拉索与接地体之间的距离以及斜拉索长度有关,斜拉索离接地体位置越近,长度越短,其上流过的雷电流越大;(3)接地体上雷电流的大小分布与雷击点位置及接地体的布设位置相关。距离雷击点位置越近,接地体上的雷电流幅值越大,布设在中间位置的接地体由于屏蔽效应雷电流呈现大幅减小的现象;布设在边缘位置的接地体上的雷电流波前时间变化不大,对原始雷电波陡度的削减作用不明显,而布设在中间位置的接地体上雷电流波前时间呈大幅升高的趋势,降低了雷电波因陡度大而造成的危害。
基金National Science and Technology Planning Project(No.2006BAG04B02)
文摘This paper focuses on introducing the manufacture technology of 1 770 MPa galvanized steel wires for stay cables applied to domestic bridges.During the development practices of high strength galvanized wire for stay cables used in Sutong Bridge,Baosteel has established three key technologies based on research of manufacture technology and technical innovation.The three key technologies are:"Double Tensioning + limiter die" process,"dominant process + fine adjustment" in integrated optimization technology and "three-level control" in hot dip galvanization.With these key technologies,Baosteel has produced 1 770 MPa galvanized wires for stay cable,which has high tensile strength,low relaxation and good torsion performances.
基金National Natural Science Foundation of China(No.51078134)Natural Science Foundation of Jiangxi Province(No.20114BAB206010)Department of Education Foundation of Jiangxi Province(No.GJJ11449)
文摘To discuss the applicability of advanced composite carbon fiber reinforced polymer(CFRP) and ultrahigh performance concrete reactive powder concrete(RPC) in super-long span cable-stayed bridges, taking a 1 008 m cable-stayed bridge with steel girders and steel cables as an example,a new cable-stayed bridge in the same span with RPC girders and CFRP cables was designed,in which the cable's cross section was determined by the principle of equivalent cable capacity and the girder's cross section was determined in virtual of its stiffness, shear capacity and local stability. Based on the methods of finite element analysis,the comparative analysis of these two cable-stayed bridge schemes about static performances,dynamic performances,stability and wind resistance behavior were carried out. The results showed that it was feasible to form a highly efficient,durable concrete cable-stayed bridge with RPC girders and CFRP cables and made its applicable span range expand to 1 000 m long around.
文摘The conventional dynamic control devices,such as fluid viscous damper(VFD)and isolating bearings,are unsuitable for the double-deck cable-stayed bridge due to a lack of sustainability,so it is necessary to introduce some high-tech dynamic control devices to reduce dynamic response for double-deck cable-stayed bridges under earthquakes.A(90+128)m-span double-deck cable-stayed bridge with a steel truss beam is taken as the prototype bridge.A 3D finite element model is built to conduct the nonlinear time-history analysis of different site categories in fortification intensityⅨ(0.40 g)degree area.Two new types of dynamic control devices-cable sliding friction aseismic bearings(CSFABs)and elasticity fluid viscous dampers composite devices(EVFDs)are introduced to reduce the dynamic responses of double-deck cable-stayed bridges with steel truss beam.The parametric optimization design for the damping coefficient C and the elastic stiffness of spring K of EVFDs is conducted.The following conclusions are drawn:(1)The hybrid support system by EVFDs and CSFABs play a good function under both seismic and regular work,especially in eliminating the expansion joints damage;(2)The hybrid support system can reduce the beam-end displacement by 75%and the tower-bottom bending moment by 60%under the longitudinal seismic excitation.In addition,it can reduce the pier-bottom bending moment by at least 45%under transverse seismic and control the relative displacement between the pier and beam within 0.3 m.(3)Assuming the velocity indexα=0.3,the parametric optimization suggests the damping coefficient C as 2000 kN·s·m-1in siteⅠ0,4000kN·s·m-1in siteⅡ,6000 kN·s·m-1in siteⅣ,and the elastic stiffness of spring K as 10000 kN/m in siteⅠ0,50000 kN/m in siteⅡ,and 100000 kN/m in siteⅣ.
