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Key technology research on construction for the middle tower of suspension bridge
Tian Wei,Liu Jianbo and You Xinpeng
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 23-28
Keywords: Taizhou Bridge anchor pier positioning real time monitoring control measure in final stage whole process
Frontiers of Structural and Civil Engineering Pages 1163-1187 doi: 10.1007/s11709-023-0987-5
Keywords: cast-in anchor concrete cone capacity geopolymer concrete head size surface crack anchor profile
Calculation of prestressed anchor segment by 3D infinite element
Yanfen WANG, Hongyang XIE, Yuanhan WANG
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1, Pages 63-66 doi: 10.1007/s11709-009-0006-5
Keywords: infinite element prestressed anchor couple finite element
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0932-7
Keywords: dynamic behaviors submerged floating tunnel cable failure mooring style progressive failure
Numerical Simulation of Static Behavior of the Single Anchor Cable
Teng Bin1,Hao Chunling,Han Ling
Strategic Study of CAE 2005, Volume 7, Issue 1, Pages 21-26
The piecewise extrapolating method is applied to study the single anchor cable in this paper.The polynomials are used to approximate the functional relations between the loads of the anchor cableand the displacement at the top of anchor cable, the water depth, and the velocity of flow on the different
Keywords: piecewise extrapolating method single anchor cable displacement velocity of flow water depth
Frontiers in Energy 2019, Volume 13, Issue 3, Pages 597-602 doi: doi:10.1007/s11708-018-0576-9
Keywords: VS4 graphene aerogels cathode lithium storage
Study of the mechanics of progressive collapse of FPB isolated beam-pier substructures
Jingcai ZHANG; Yong DING; Xinchun GUAN
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 718-728 doi: 10.1007/s11709-022-0815-3
Keywords: friction pendulum bearing progressive collapse horizontal stiffness compressive arching action catenary action
Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge
Hongbin YU , Zeping LIAN ,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 339-343 doi: 10.1007/s11709-009-0047-9
Keywords: PHP slurry KTY4000 drilling machine KPG3000A drilling machine spread drill
Wang Erbei,Chen Rui,Huo Hongbin
Strategic Study of CAE 2014, Volume 16, Issue 8, Pages 69-73
Keywords: offshore wind turbine gravity foundation anchor three-dimensional finite element analysis
Chengyuan LIANG, Fang YUAN, Xuedong CHEN, Wei JIANG, Lizhan ZENG, Xin LUO
Frontiers of Mechanical Engineering 2019, Volume 14, Issue 3, Pages 255-272 doi: 10.1007/s11465-019-0538-x
Keywords: nano-precision positioning stage analysis and design structural and dynamic parameters dynamic accuracy
Kinematic calibration of precise 6-DOF stewart platform-type positioning systems for radio telescope
Juan Carlos JáUREGUI, Eusebio E. HERNáNDEZ, Marco CECCARELLI, Carlos LóPEZ-CAJúN, Alejandro GARCíA
Frontiers of Mechanical Engineering 2013, Volume 8, Issue 3, Pages 252-260 doi: 10.1007/s11465-013-0249-7
The pose accuracy of a parallel robot is a function of the mobile platform posture. Thus, there is no a single value of the robot’s accuracy. In this paper, two novel methods for estimating the accuracy of parallel robots are presented. In the first method, the pose accuracy estimation is calculated by considering the propagation of each error, i.e., error variations are considered as a function of the actuator’s stroke. In the second method, it is considered that each actuator has a constant error at any stroke. Both methods can predict pose accuracy of precise robots at design stages, and/or can reduce calibration time of existing robots. An example of a six degree-of-freedom parallel manipulator is included to show the application of the proposed methods.
Keywords: pose errors error estimation parallel robot radio telescopes
Huang Yaoying,Ding Yuemei,Lv Xiaoman and Xu Bailin
Strategic Study of CAE 2014, Volume 16, Issue 3, Pages 59-63
To the sluice pier concrete,temperature control and crack prevention is a complex and multi- factorconcrete material thermodynamics parameters,takes minimum values of the relationships between the sluice pierprincipal tensile stress duration curve and tensile strength growth curve as inputs and the sluice pierelement method(FEM)to simulate and analyze the temperature field and creep stress field of the sluice pier
Keywords: sluice pier superficial heat preservation water cooling pouring temperature intelligent optimization
Hua LIU, Xin XIE, Ruoyu TAN, Lianchao ZHANG, Dapeng FAN
Frontiers of Mechanical Engineering 2017, Volume 12, Issue 2, Pages 265-278 doi: 10.1007/s11465-017-0453-y
Most of the XY positioning stages proposed in previous studies are mainly designed byIn this study, a 2-degree-of-freedom linear compliant positioning stage (LCPS) is developed by mechatronicdesign to balance the interacting performance indicators and realize the desired positioning stage.
Keywords: mechatronic design linear compliant positioning stage large travel range high out-of-plane payload capacity
Reinforcement design of anchor blocks for external tendons
Hong Hao,Tong Yuqiang ,He Zhiqi,Liu Zhao
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 95-98
Keywords: anchor block external prestressing reinforcement design bursting force cantilever action tie-back
Luan Xiuchun,Han Weishi,Wang Junling,Yang Aiguang
Strategic Study of CAE 2010, Volume 12, Issue 3, Pages 45-50
This paper sets forth the realization of automatic positioning of crane
Keywords: nuclear waste crane automatic control positioning
Title Author Date Type Operation
Key technology research on construction for the middle tower of suspension bridge
Tian Wei,Liu Jianbo and You Xinpeng
Journal Article
Influence of surface cracking, anchor head profile, and anchor head size on cast-in headed anchors in
Journal Article
Calculation of prestressed anchor segment by 3D infinite element
Yanfen WANG, Hongyang XIE, Yuanhan WANG
Journal Article
Dynamic performance of submerged floating tunnel with different mooring styles subjected to anchor cable
Journal Article
Numerical Simulation of Static Behavior of the Single Anchor Cable
Teng Bin1,Hao Chunling,Han Ling
Journal Article
Fabrication of layered structure VS anchor in 3D graphene aerogels as a new cathode material for lithium
Journal Article
Study of the mechanics of progressive collapse of FPB isolated beam-pier substructures
Jingcai ZHANG; Yong DING; Xinchun GUAN
Journal Article
Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge
Hongbin YU , Zeping LIAN ,
Journal Article
Effects of key parameters of anchor on bearing behavior of gravity foundation with anchors for offshore
Wang Erbei,Chen Rui,Huo Hongbin
Journal Article
Comprehensive analysis of the influence of structural and dynamic parameters on the accuracy of nano-precision positioning
Chengyuan LIANG, Fang YUAN, Xuedong CHEN, Wei JIANG, Lizhan ZENG, Xin LUO
Journal Article
Kinematic calibration of precise 6-DOF stewart platform-type positioning systems for radio telescope
Juan Carlos JáUREGUI, Eusebio E. HERNáNDEZ, Marco CECCARELLI, Carlos LóPEZ-CAJúN, Alejandro GARCíA
Journal Article
Intelligent optimization of temperature control and crack prevention measures for sluice pier concrete
Huang Yaoying,Ding Yuemei,Lv Xiaoman and Xu Bailin
Journal Article
Mechatronic design of a novel linear compliant positioning stage with large travel range and high out-of-plane
Hua LIU, Xin XIE, Ruoyu TAN, Lianchao ZHANG, Dapeng FAN
Journal Article
Reinforcement design of anchor blocks for external tendons
Hong Hao,Tong Yuqiang ,He Zhiqi,Liu Zhao
Journal Article