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Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge
Ruan Xin,Ruan Jing,Chen Airong and Guo Ji
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 71-74
Keywords: three-tower two-span suspension bridge middle tower saddle deterministic assessment probabilistic
Saddle pushing analysis in suspension bridge construction
Qi Dongchun,Wang Changjiang,Shen Ruli,Lin Qia
Strategic Study of CAE 2010, Volume 12, Issue 7, Pages 68-73
Some problems existing in saddle pushing, such as the pre-displacementcontrol principle, the relation of tower top displacement and tower bottom stress, the method of determiningsaddle pushing stages and pushing values, are discussed.The reasonable model of saddle equilibrium condition and the pre-displacement calculation method areCombining with saddle pushing analysis of Baling River Bridge, the conclusion that the excess pushing
Keywords: suspension bridge saddle pushing saddle equilibrium condition tower top displacement tower bottom
The error adjusting method of lineshape control for the middle steel tower of Taizhou Bridge
Zhang Xiangqun,Wang Lin and You Xinpeng
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 29-32
The middle tower of Taizhou Bridge is a steel frame with longitudinaltechnology with segments fabricated in the factory and erection at site is used in the construction of the middlesteel tower.The result of the implementation of the middle steel tower of Taizhou Bridge indicated that the line-shapecontrol method adapted could be effective, and the precision of final line-shape of the middle steel
Keywords: Taizhou Bridge middle steel tower line shape control error adjusting
Ji Lin,Wang Tao and Wu Hanliang
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 66-70
Compared to the tower of common twospan suspension bridges, the middleIn this paper, a small-scale model was designed for the middle tower of Taizhou Bridge, based on its
Keywords: suspension bridge middle tower actual working conditions similarity theory numerical simulation model
Ruan Jing and Hu Feng
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 57-61
The foundation of the middle pylon of Taizhou Bridge is located aboveTo verify the safety and stability of the middle pylon of Taizhou Bridge, a physics model with the scale
Keywords: bearing capability of caission foundation Taizhou Bridge physics model experiment
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
The middle tower of Taizhou Bridge consists of deepwater caisson foundationand steel tower with herringbone shape along the longitudinal direction.Erection accuracy of steel tower is very high, but adjusted segments are few.the key technologies about construction of deepwater caisson , manufacturing and erection of steel tower
Keywords: Taizhou Bridge anchor pier positioning real time monitoring control measure in final stage whole process control erection accuracy
Safety and serviceability assessment for high-rise tower crane to turbulent winds
Zhi SUN, Nin HOU, Haifan XIANG
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1, Pages 18-24 doi: 10.1007/s11709-009-0009-2
Keywords: tower crane buffeting response wind velocity modeling
Numerical study of thermal characteristics of double skin facade system with middle shade
Shaoning LIU, Xiangfei KONG, Hua YANG, Minchao FAN, Xin ZHAN
Frontiers in Energy 2021, Volume 15, Issue 1, Pages 222-234 doi: 10.1007/s11708-017-0480-8
Keywords: middle shade position thermal characteristics double skin facade
Practice and Experience of Canton Tower Project Management
Rong-hua Yi
Frontiers of Engineering Management 2016, Volume 3, Issue 1, Pages 74-79 doi: 10.15302/J-FEM-2016013
Keywords: Canton Tower consultation tender agent whole-process supervision
Power fluctuation and power loss of wind turbines due to wind shear and tower shadow
Binrong WEN, Sha WEI, Kexiang WEI, Wenxian YANG, Zhike PENG, Fulei CHU
Frontiers of Mechanical Engineering 2017, Volume 12, Issue 3, Pages 321-332 doi: 10.1007/s11465-017-0434-1
Keywords: wind turbine wind shear tower shadow power fluctuation power loss
Impacts of solar multiple on the performance of direct steam generation solar power tower plant with
Yan LUO, Xiaoze DU, Lijun YANG, Chao XU, Muhammad AMJAD
Frontiers in Energy 2017, Volume 11, Issue 4, Pages 461-471 doi: 10.1007/s11708-017-0503-5
Keywords: direct steam generation solar power tower solar multiple thermal energy storage capacity levelized cost
Hamid BAHRAMPOUR, Amir Khosro BEHESHTI MARNANI, Mohammad Bagher ASKARI, Mohammad Reza BAHRAMPOUR
Frontiers in Energy 2020, Volume 14, Issue 1, Pages 42-56 doi: 10.1007/s11708-017-0486-2
Keywords: Middle East countries renewable energy fossil fuels energy crisis
Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world
Zhong Jianchi
Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 4-8
Taizhou Bridge, locating at the middle of Jiangsu Province, connectingThe middle tower of the bridge adopts longitudinal shape of herringbone fashion for the first time inThe foundation of the middle tower is the deepest caisson in the earth under water.tower, the welding of extra thick steel plate and manufacturing and control of abnormal sections ofthe middle tower.
Keywords: three-tower suspension bridge innovation design caisson in water herringbone steel tower
Choosing configurations of transmission line tower grounding by back flashover probability value
Dmitry KUKLIN
Frontiers in Energy 2016, Volume 10, Issue 2, Pages 213-226 doi: 10.1007/s11708-016-0398-6
Keywords: grounding transmission line tower back flashover probability FDTD method
Haiyan LU, Yongting WANG, Falei YUAN, Jianrong LIU, Lili ZENG, Guo-Yuan YANG
Frontiers of Medicine 2011, Volume 5, Issue 1, Pages 86-93 doi: 10.1007/s11684-011-0118-x
Keywords: adeno-associated virus angiogenesis gene transfer ischemia middle cerebral artery occlusion netrin-1
Title Author Date Type Operation
Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge
Ruan Xin,Ruan Jing,Chen Airong and Guo Ji
Journal Article
Saddle pushing analysis in suspension bridge construction
Qi Dongchun,Wang Changjiang,Shen Ruli,Lin Qia
Journal Article
The error adjusting method of lineshape control for the middle steel tower of Taizhou Bridge
Zhang Xiangqun,Wang Lin and You Xinpeng
Journal Article
Model design of static experiment for the middle tower of multispan suspension bridge based on actual
Ji Lin,Wang Tao and Wu Hanliang
Journal Article
Physics model experimental research on the bearing capability of the middle tower caission foundation
Ruan Jing and Hu Feng
Journal Article
Key technology research on construction for the middle tower of suspension bridge
Tian Wei,Liu Jianbo and You Xinpeng
Journal Article
Safety and serviceability assessment for high-rise tower crane to turbulent winds
Zhi SUN, Nin HOU, Haifan XIANG
Journal Article
Numerical study of thermal characteristics of double skin facade system with middle shade
Shaoning LIU, Xiangfei KONG, Hua YANG, Minchao FAN, Xin ZHAN
Journal Article
Power fluctuation and power loss of wind turbines due to wind shear and tower shadow
Binrong WEN, Sha WEI, Kexiang WEI, Wenxian YANG, Zhike PENG, Fulei CHU
Journal Article
Impacts of solar multiple on the performance of direct steam generation solar power tower plant with
Yan LUO, Xiaoze DU, Lijun YANG, Chao XU, Muhammad AMJAD
Journal Article
Evaluation of renewable energies production potential in the Middle East: confronting the world’s energy
Hamid BAHRAMPOUR, Amir Khosro BEHESHTI MARNANI, Mohammad Bagher ASKARI, Mohammad Reza BAHRAMPOUR
Journal Article
Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world
Zhong Jianchi
Journal Article
Choosing configurations of transmission line tower grounding by back flashover probability value
Dmitry KUKLIN
Journal Article