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Online since: January 2012
Authors: Yan Hong Yao, Dong Mei Zhao
Drilling hole, chiseling-grossness, installing of steel and bolt, filling packing material, external wrapper and forming a whole with longitudinal track beam consist of the work progress.
Reference [1] Shouwei Zhang, Kefang Miao, Guanglin Yuan: Journal of Heilongjiang Institute of Science and Technology, Vol. 34-47, n1, March 2002.
In Chinese [2] Su Sun, Mingquan Lu, Xiangyang Cheng: Journal of Dalian Fisheries University, Vol.57-60, n1, March 2005.
Online since: May 2011
Authors: Geng Liu, Hai Wei Wang, Bing Han
The material of flexible supporting columns is steel whose initial elastic modulus is 2e+011N/m2, and this value is less 20% through modification.
Virtual Prototyping of RF Weapons. 38th Aerospace Sciences Meeting &Exhibit, AIAA 2000~0959, 2000 [6] Wu Sen, etc.
Journal of Wuhan University of Technology, 25(3):78~80(in Chinese) [7] Liu Yongjun, etc.
Journal of Northern Jiaotong University, 2002, 26(4):53~56(in Chinese) [8] Zhao Fen, etc.
Online since: December 2011
Authors: Richard Bateman, Xi Zhi Sun, Saiful Che Ghani, Kai Cheng
(7) Heat losses due to conduction for the back and bottom surfaces are dependent on the tool holder material.
International Journal of Mechanical Sciences, 43(1), 2001, pp. 57-88
International Journal of Heat and Mass Transfer, 41(3), 1998, pp. 613-623
Online since: August 2013
Authors: Heng Le Wang, Ming Zhang
The formulas used is similar to Eqs. 4-6, in which the material parameters of concrete is function of the duration of construction and the s1 and s2 should be computed by taking the wind load discount into account according to the duration of construction. 3 Global and local stability analysis of a natural draft cooling tower In this section we analyze the local and global stability of a natural draft cooling tower of Taishan nuclear station in Guangdong province, China, using the proposed method.
Acknowledgements This work was financially supported by the National Basic Research Program of China (973 Program) (2009CB724604) and the general program and key program of National Natural Science Foundation of China (11172147, 51039003).
Ran: Engineering Journal of Wuhan University, Vol. 43(s) (2010), p.291
Lu: Engineering Journal of Wuhan University, Vol. 40(s) (2007), p.414
Online since: September 2011
Authors: Dong Qi Tang, Jian Bing Peng, Qi Yao Wang, Ji Shan Xu
Lvliang typical loess landslide mechanism and characteristics Dongqi Tang1,2, a, Jianbing Peng1,b,Qiyao Wang1,c Jishan Xu1,d 1College of Geology Engineering and Geomatics, Chang’an University, Xi’an, 710054 China 2Department of Geographical science, Xiangfan University, Xiangfan, 441053,China adqtang456@163.com, bdicey_1@chd.edu.cn, c190682184@qq.com, dxuism@126.com Keywords: Lvliang city; Loess landslides; Mechanism; Characteristics Abstract: The loess area ecology environment is very fragile, happening various geological disasters, loess landslides is one of the most mainly the geological disasters in loess area.
Including Wangjiagou landslide, Zaolingou landslide and Maohuoliang landslide as the main object of study, and sampling test was done the physical characteristics of loess, the test mainly consist of material composition, density, moisture content, liquid limit and plastic limit(Table 1).
Chinese Journal of Rock Mechanics and Engineering Vol. 26 No.7 (2007):1297~1312.
Journal of Engineering Geology Vol. 3.No.1 (1995):56~64.
Online since: February 2014
Authors: Yan Ling Guan, Qi Hai Liao, Qiao Ning Wang
Experiment System The whole experiment system's actual total length is 5.6m, blast pipe’s section size of the model room is 400 mm×400 mm, section size of return air duct is 300 mm×300 mm, duct material is thick galvanized iron.
☆ Yanling Guan, female, born in April 1957, Ph.D, professor, The College of Environmental Science and Engineering, Chang’an University, Xi’an, Shanxi, 710054, China.
Study on airflow characteristics inside and outside across-ventilation model, and ventilation flow rates using wind tunnel experiments [J].Journal of Wind Engineering and Industrial Aerodynamics, 2001.89(14-15):1513-1524
Journal of Wind Engineering and Industrial Aerodynamics, 2006, 94: 925-947 [8] Fangda Chen, Qin Dai.
Online since: March 2014
Authors: Jing Zhao, Pak Kin Wong, Zheng Chao Xie, Tao Xu, Rui Deng, Cai Yang Wei
Kulkarni, "Optimal design of passenger car suspension for ride and road holding," Journal of the Brazilian Society of Mechanical Sciences and Engineering, vol. 30, pp. 66-76, Jan-Mar 2008
Chong, "A genetic algorithm-based optimization design on self-sensing active constrained layer damped rotating plates," Journal of Intelligent Material Systems and Structures, vol. 22, pp. 2069-2078, Nov 2011
Online since: October 2014
Authors: Run Bo Bai, Bo Ming Zhao, Chen Hui Jin
(1) In the equation, E equal the modulus of elasticity; equal the moment of inertia;ρequal the unit weight of material; equal cross sectional area; equal gravity acceleration.
Journal of Huaiyin Institute of Technology,2008,17(3):3-4
Sichuan Building Science,2012,38(3):164-170
Journal of Advanced Concrete Technology, 2007,5(3):409-421
Online since: October 2018
Authors: Andrey A. Shoppert, V.A. Lebedev
Ownby, The wettabiblity of titanium diboride by molten aluminium drops, Journal of Material Science. 40 (2005). 2301
Zaikov, Physicochemical properties of KF-NaF-AlF3 molten electrolytes, Russian Journal of Electrochemistry. 6 (2010) 633-639
Online since: June 2009
Authors: Bing Li, Zheng Jia He, Xue Feng Chen
Its corresponding parameters shown in Fig. 1 are as follows: L 1270 mm , material density  7348.9 3 /kg m , Poisson's ratio =0.3, Young's modulus E=2.06× 11 10 2 /Nm, inner radius 1R  30.5mm, outer radius 236.5R mm , the relative location =l /L and the relative size /aD .
Acknowledgements This work is supported by National Natural Science Foundation of China (50875195), a Foundation for the Author of National Excellent Doctoral Dissertation of China (2007B33) and National High Technology Research and Development Program (2007AA04Z410).
Satish Kumar: International Journal of Fatigue, Vol. 30 (2008), p. 734 [2] M.R.
He: Journal of Sound and Vibration, Vol. 285 (2005), p. 767 (a) ConditionⅠ   (a) Case Ⅰ 3 3 3 1 2 2 (b) Case Ⅱ  (a) Natural frequency of the first order  (a) Natural frequency of the first order 3 3 3 1 2 2 [4] X.F.
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