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Online since: October 2014
Authors: Yong Liang Gui, Xiao Guang Liu, Kai Lv, Bin Sheng Hu
The generating pathways of hydrogen chloride in Blast furnace smelting process The chlorine mainly as inorganic chloride exists in blast furnace raw material, such as sodium chloride, potassium chloride, calcium chloride, the proportion of sodium chloride is relatively high.
Acknowledgements Project 51274080 and 51074209 supported by NSFC;The Project Supported by  Natural  Science  Foundation – Steel and Iron Foundation  of  Hebei Province(E2013209051) Reference: [1] Tian Jinglong.Application status of dry dust removal technology for blast furnace gas[J].Energy For Metallurgical Industry, 2007,26(5):3-7 [2]Dang Donghong, Hao laisen.
Journal of Physics: Condens Matter, 1998, 10: 495 499
Online since: September 2013
Authors: Li Fang Tang, Chuan Jin Wang
Such as the Quantimet 720 image analyzer made by British, which is specifically for the quantitative analysis for the material of fibrous structure.
Journal of Qianhua University (Nature and Science),pp. 45-53,Feb 2010.
Online since: July 2006
Authors: Hai Yang Wang, Yan Ling Zhao, Xian Li Liu, Peng Wang
Wang 1 1Mechanical & Power Engineering College, Harbin University of Science &Technology, PO Box 97, 52 Xuefu Road Harbin, 150080, China a zhaoyanling@sina.com Keywords: Chip shape, Image recognition, Euler numbers, Matlab Abstract.
Definition of Characteristic Parameter of Chips Image Under different processing conditions, such as different cutting depth, feed rate, cutting speed or workpiece material, it will generate various chips' shape, like annular shape, annular-spiral shape, cone- spiral shape, tube shape, tube-spiral shape, and disorderly shape etc.
Shen: Institute of Technology Journal, (1999) No.19, pp.85-88
Online since: December 2010
Authors: Zi Xiong Guo, Qun Xian Huang, Yang Liu
For structural components, however, their cracking not only primarily relates to the magnitude of inter-story drifts, but also depends, to some extent, on their geometric characteristics, loading state, material and type of structure.
Acknowledgment This study was supported by the National Natural Science Fundation of China(50978107) and by the Program for New Century Excellent Talents in University (NCET-06-0571).
China Civil Engineering Journal, Vol. 37 (2004), p. 32-38 (in Chinese).
Online since: May 2022
Authors: Peter Michael Gammon, Vishal Ajit Shah, Philip Andrew Mawby, Lu Yang Zhang, Marina Antoniou, A. Benjamin Renz, Fan Li, G.W.C. Baker, Tian Xiang Dai, Yun Yi Qi
As established in Si, superjunction (SJ) devices allows the relationship between RON,SP and VBD to be almost linearized, reducing the RON,SP to below the material’s unipolar limit.
Springer Science & Business Media, 2010
Pernot et al., "Electrical transport properties of aluminum-implanted 4H–SiC," Journal of applied physics, vol. 98, no. 2, p. 023706, 2005.
Online since: September 2011
Authors: Guo Yun Lu, Jian Ping Lei, Xi Zhao, Hong Gang Lei
The design characteristic period of ground motion, Tg=0.4s and the damping ratio can be 0.02.The material parameter of steel column and beam adopt Q345.
Acknowledgments This project is sponsored by The National Nature Science Fund of China (No. 11072167) and The Scientific Research Fund of Shanxi Province (No. 2008021006), and TSTIT.
Journal of Building Structure, 1995, 16 (6): 3 - 10. ( In Chinese) [5] HAO W H, YE Y M, LIU C S, SHEN H M, XIAO X M.
Online since: January 2012
Authors: Wei Dong, Yu Dong
It is an important concept that maintaining material and functional linkage between different sizes and structures green spaces of the ecosystem in the settlements development.
Acknowledgements This work was financially supported by China Postdoctoral Science Foundation funded project (Grant No: 20110490885).
International Journal of Climatology Vol. 24 (2003), p.1395-1422 [3] C.
Online since: September 2014
Authors: Xiao Wei Duan
The Research of the Rrame Beam Cross Section Parameters and the Establishment of Calculation Model In order to put forward reasonable design of reinforced concrete frame structure model, specification and reference Wang Su [1, 2], and deng deferred [4] Put forward the effective flange width of the floor slab by combining the above work, finding out the reasonable design of frame beam section numerical Suggestions. 1.6 Calculation Steps L1, L2 are on behalf of the three kinds of calculation model.L1 model of frame beam section takes 6 times beam side plate flange, L2 model takes 1/12 of the beam span range as the flange of the floor slab, its material properties, type of unit load, etc are the same. 2.1.1 Set up calculation model C3D8R using ABAQUS software simulates the three-dimensional entity column, beam and slab structure, three-dimensional truss element T3D2 simulates the reinforcement, divide their respective meshing, and put all the column bottom fixed constraint.
Journal of sichuan building science, 2010.
Online since: March 2014
Authors: Xu Ning Liu, Jian Wei Song, Jie Zhu, Shuo Mei Wu
Facing with such rich poplar resources, how to cultivate and implement effectively intensive management, and improve forest material, rational development and utilization of timber resources, improve the comprehensive utilization of timber, maximize the value of poplars have become major issues that forest resources cultivation and timber processing and utilization face [1].
References [1] Drone K&Rudemo M.Stem Number Estimation by Kernel Smoothing of Aerial Photos.Canadian Journal of Forest Research.Vol26(1997),p.1228-1236
[5] Culvenor D S.TIDA:An Algorithm for the Delineation of Poplar Clowns in High Spatial Resolution Remotely Sensed Imagery.Computers&Geo science.Vol28(2002),p.33-44
Online since: July 2014
Authors: Ji Jin Liu, An Liang Li, Ming Zi Tan, Li Ping Liu
Table 1 Soil Parameter of Slope Elasticity modulus (MPa) Poisson’s ratio Density (kg/m3) Shear wave velocity(m/s) Damping ratio Soil A 70 0.3 2000 116 0.05 Soil B 200 0.3 2000 196 0.05 Soil C 600 0.3 2000 339 0.05 Soil D 1400 0.3 2000 519 0.05 Rock 6500 0.3 2500 1000 0.05 Table 2 Material Parameters of Structure Type Floor number Section size (mm x mm) Concrete’s strength grade Elasticity modulus (104N/mm2) Adjusted Density (kg/m3) Damping ratio Columns 1-4 650x650 C30 3.0 2400 0.2 Columns 5-9 550x550 C30 3.0 2400 0.2 Roof beams 9 500x250 C30 3.0 11100 0.2 Floor beams 1-8 500x250 C30 3.0 9600 0.2 Seismic Response Analysis Three bedrock waves (in Fig.2) were selected to the 45 examples for the dynamic time-history analysis.
Acknowledgment The paper was supported by Natural Science Foundation Project of Chongqing CSTC (2011BB0093).
[5] Pu Yang, Ying-min Li, Ming Lai: A New Method for Selecting Inputting Waves for Time-History Analysis, China Civil Engineering Journal 2000, 33(6):33-37(In Chinese).
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