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J. Cent. South Univ. (2020) 27: 1939-1955 DOI: https://doi.org/10.1007/s11771-020-4421-z Dynamic effect of heavy-haul train on seismic response of railway cable-stayed bridge ZHU Zhi-hui(朱志辉)1, 2... Structure of Heavy Railway of Ministry of Education,Changsha 410075, China; 3. Bridge Software Institute, Engineering School of Sustainable Infrastructure and Environment,University of Florida......
SURFACE TENSION OF MOLTEN IF STEEL CONTAINING Ti AND ITS INTERFACIAL PROPERTIES WITH SOLID ALUMINA K.Mukai1,L.C.Zhong2,M.Zeze3 (1.Department of Materials Science and Engineering, Faculty... Bureau, Nippon Steel Corporation,Kitakyushu 804-8501, Japan) Abstract:Surface tension of molten IF steel containing Ti and contact angle between the liquid steel and solid alumina were measured......
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Calculation of hydrogen solubility in molten alloys JIANG Guang-rui, LI Yan-xiang, LIU Yuan Key Laboratory of Advanced Materials Processing Technology, MOE, Department of Mechanical Engineering, Tsinghua University, Beijing 100084, China Received 2 June 2010; accepted 14 September 2010 Abstract: A thermodynamic model was developed to calculate the hydrogen solubility in molten alloys based......
-arch composite bridge ZHOU De(周德), YE Mei-xin(叶梅新), LUO Ru-deng(罗如登) School of Civil Engineering and Architecture, Central South University, Changsha 410075, China ? Central South University Press...; Abstract: Mechanical behavior of concrete slab of large-span through tied-arch composite bridge was investigated by finite element analysis (FEA). Improved methods to decrease......
J. Cent. South Univ. Technol. (2008) 15: 399-403 DOI: 10.1007/s11771-008-0075-y Finite element model updating of existing steel bridge based on structural health monitoring HE Xu-hui(何旭辉)1, YU...; Abstract: Based on the physical meaning of sensitivity, a new finite element(FE) model updating method was proposed. In this method, a three-dimensional FE model of the Nanjing Yangtze River Bridge(NYRB......
J. Cent. South Univ. (2020) 27: 566-577 DOI: https://doi.org/10.1007/s11771-020-4317-y Controlling deflection of long steel I-shaped girder bridge using two V-shaped pre-tensioning cables Fatemeh... external loading as well as the deflection of steel girder bridges with V-shaped cables and different support conditions. To verify the theoretical relations, the steel girder bridge is modeled......
for stability analysis of high pile-column bridge pier ZHAO Ming-hua(赵明华), JIANG Chong(蒋 冲), CAO Wen-gui(曹文贵),LIU Jian-hua(刘建华) (Institute of Geotechnical Engineering, Hunan University, Changsha 410082, China) Abstract:According to the engineering features of higher pile-column bridge pier in mountainous area, a clamped beam mechanical model was set up by synthetically analyzing the higher......
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