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Online since: October 2011
Authors: Wei Bing Bao, Wei Lv, Qin Xian Liu
Table 1, Comparison of Two Method Standard Block Weight(ton) Result with The Mathematical Model Introduced in Document [1](Relative Error %) Result of This Study(Relative Error %) 5 4 3 2 1 4.762 4.034 3.0418 2.028 1.052 -4.76 0.85 1.37 1.40 5.2 4.961 4.026 2.993 2.011 1.010 -0.78 0.65 -0.23 0.55 1.00 Acknowledgment This material is based upon work funded by Zhejiang Provincial Natural Science Foundation of China under Grant No.Y1100237 References [1] Feina Cai,Lihua Liang,Qinxian Liu.
Journal of Electronics&Information Technology. 2008,vol.30(10):pp.2516-2519 [5] Y.B Hou, J.Y Du, Mei Wang.
Xi'an: Publishing House of Xi'an University of Electronic Science and Technology, 2007:pp.21- 25 [6] Q.J Wang,D.CH Liao, Y.H Zhou, X.H Liao.
Engineering Journal of Wuhan University. 2004,37(2):pp.74-76
Online since: June 2010
Authors: Yun Nan Teng, Bang Chun Wen, Ya Zhe Chen, Yang Zhao
Table 1 Evaluation index system of generalized product quality and fuzzy membership degree The first grade index U Weight W The second grade index iU Weight iW The evaluation set Excellent Better Good Common Poor Structural performance 0.368 Securities of hum&mach Reliability of system Working durability Adaptability of material Fixedness of configuration Harmlessness to environment Artistic figure Economic design 0.241 0.141 0.141 0.121 0.070 0.070 0.121 0.095 0.7 0.5 0.8 0.4 0 0 0 0.1 0.2 0.3 0.1 0.2 0 0.2 0 0.8 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0 0.1 0 0.1 0.7 0.6 0.7 0 0 0 0 0.1 0.1 0 0.1 0 Working performance 0.367 Practicability of efficiency Running stability Superiority of index Amenity of operating Powerful of machine Measurability and monitor Diagnosable for fault Economic service 0.204 0.154 0.154 0.082 0.109
Journal of Environmental Science,2006,18(5):1020-1023
Journal of North China Electric Power University, 2005,32(5):104-107
Information Sciences,2008,178(11):2389-2395
Online since: September 2005
Authors: Xue Feng Chen, Yanyang Zi, Zheng Jia He, Qiang Gao
The corresponding material properties are Young's modulus GPa209=E , Possion ratio 3.0=µ , and density 3 kg/m7917=ρ .
Acknowledgements This work was supported by the key project of National Natural Science Foundation of China (No.50335030), Doctor Program Foundation of University of China (No. 20040698026) and Natural Science Foundation of Xi'an Jiaotong university.
Maiti: Journal of Sound and Vibration Vol. 257 (2002), p. 559 [4] H.
He: Detection of Crack Location and Size in Structures Using Wavelet Finite Element Methods, Journal of Sound and Vibration, in press.
Online since: July 2012
Authors: Guo Liang Hu, Xu Guang Min
Analysis and Simulation Evaluation of a Novel Metallic-Disc Flexible Coupling Xuguang Min1, a, Guoliang Hu2, b 1Jiangxi Science & Technology Normal University, Nanchang, Jiangxi 330038, P.R.
In this simulation, the material of the metallic-disc was selected 1Cr18Ni9Ti, the yield stress σs is 16 kg/mm2, the Poisson's ratio ν is 0.3, and the elastic modulus E is 2×1010Pa.
Mitchell, Detection of a misaligned disk coupling using spectrum analysis, Journal of Vibration, Acoustics, Stress, and Reliability in Design. 106 (1984) 9-16
(Nature Science Edition), 35 (2007) 96-99
Wu, Dynamic analysis of a nonlinear torsional flexible coupling with elastic links, Journal of Mechanical Design, 125 (2003) 509-517
Online since: September 2011
Authors: Jian Cai, Yi Wu, Chun Yang, Jian Ming Pan
Elasto-plastic analysis of seismic response of valve-hall structure with suspension valves of large-scale converter station Yi Wu 1,a, Chun Yang 2,3,b, Jian Cai 2,3,c, Jianming Pan2,d 1 School of Civil Engineering of Guangzhou University, Guangzhou 510006, China 2 School of Civil Engineering and Transportation of South China University of Technology, Guangzhou 510641, China 3 State Key Laboratory of Subtropical Building Science, Guangzhou 510641, China awya2103@163.com, bchyang@scut.edu.cn, ccvjcai@scut.edu.cn, dgumid@126.com Keywords: Valve hall structure, Seismic response, Elasto-plastic analysis, suspension equipment Abstract.
Geometric nonlinearity and material nonlinearity were included in FEM analysis.
References [1] Chen Hongjun, Meng Qingdong: Eifctric Power, Vol. 34(2001), p.68-71 (In Chinese) [2] Wen Boyi, Niu Ditao, Zhao Peng: Disaster science, Vol. 22(2007), p.86-90 (In Chinese) [3] Wei Wenhui, Zhou Xingle, Hu Xiaoping: Building Structure, Vol. 40(2010), p.75-77 (In Chinese) [4] Li Baode, Hu Xiaoping, Wei Wenhui: Journal of Wuhan University of Technology, Vol. 30(2008), p.89-91, 98 (In Chinese) [5] Liu Zonghui, Zhu Haihua, Ye Sheng: Electric Power Construction, Vol. 30(2009), p.19-21(In Chinese) [6] Liu Zonghui, Zhu Haihua, Ye Sheng: Southern Power System Technology, Vol. 3(2009), p.24-26 (In Chinese) [7] Jiao Yong, Huang Hong, Shen Lin: Engineering Journal of Wuhan University (Engineering and Technology Edition) , Vol.43(2010), p.70-72 (In Chinese) [8] Huang Lijun: Wu Han, Wu Han University of Technology. 2007 (In Chinese) [9] ABAQUS Inc: ABAQUS User’s Manual, V6.81 [10] Lu Xinzheng, Ye Lieping and so on.
Online since: December 2013
Authors: Horim Choe, Andy Kyung Yong Yoon, Yong Soo Yoon
Therefore, PVC frame is to be designed by PVC material, and processed grooves or holes to transport electrolyte.
Acknowledgment This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (2011-0009232).
Walsh, “Development of the all-vanadium redox flow battery for energy storage: a review of technological, financial and policy aspects”, Internal Journal of Energy Research, John Wiley & Sons, Ltd., 2011
Walsh, “Design and development of unit cell and system for vanadium redox flow batteries (V-RFB), International Journal of the Physical Sciences Vol. 7(7), pp. 1010-2014, 9 Feb. 2012
Online since: September 2013
Authors: Xu Fei Xie, Ji Wu Ding
Parameter Analysis of Vehicle-bridge Coupling of Half Through CFST arch bridge due to vehicle Xufei Xie1,a, Jiwu Ding2,b 1 School of Automobile and Traffic Engineering, Wuhan University of Science and Technology, Wuhan, China, 430081; 2 Shenyang Highway Plan & Design Institute, Shenyang, China, 100168 axxf702@163.com, bdjw555@163.com Keywords: Concrete filled steel tube arch bridge, Coupled vibration, Sensitive analysis, Impact effect Abstract:As a new structure type, arch bridge of concrete filled steel tube (CFST) has many merits and unique dynamic characteristics.
Zhigang Yan[3] suggested a simplified solving of coupled vibration of vehicle-bridge system, and focused on the influence of material nonlinearity and roughness of pavement, results indicated that the latter reason should be included while in calculating.
Acknowledgement This research is financially supported by National Natural Science Foundation of China (Grant number: 51008102).
Journal of Harbin University of C.E. & Architecture, 1999,32(3):50-55.
China Journal of Highway and Transport, 2004, 17(4):41~44.
Online since: November 2013
Authors: Le Peng Song, Han Qi
Research on Double Closed-loop DC Speed-Regulation System Based on Improved Particle Swarm Optimization Lepeng Song1, a , Han Qi1,b 1 Chongqing University of science and technology, Chongqing, China aslphq@163.com, bhanqicqust@163.com Keywords: double closed-loop DC speed regulation system.
PID controller because of its simple algorithm, cheap material, good robustness, has been widely used in process control and motion control, but the traditional PID method often cannot meet the industrial requirements in the production, the scholars are devoted to the PID controller parameter intelligent optimization algorithm is applied to DC speed regulating system setting.
This research is funded by Research Foundation of Chongqing University of Science & Technology, the project No. is CK2011Z16.
Journal of Jilin University, 2011, 41 (3): 716-720
Journal of electronic particle swarm, 2011, 39 (5): 1150-1153
Online since: February 2013
Authors: Guo Dong Yan, Jian Cheng Kang, Guo Dong Wang, Qin Chen Han
Bottleneck at Promoting Strengths of Tourism-Culture Integration in Ancient Town Cicheng and Enlightenments for Development Guodong Yan 1, a, Jiancheng Kang 2,b Guodong Wang 3,c and Qinchen Han 3,c 1 School of Management, Shanghai University of Engineering Science, China 2 Urban Ecology and Environment Research Center, Shanghai Normal University, China 3 Urban Ecology and Environment Research Center, Shanghai Normal University, China ayanguodong@163.com, bkangjc@126.com, cguodong@shnu.edu.cn Keywords: historical and cultural city; tourism industrial merging; culture industry Abstract.
Via the four major platforms of loving and filial culture, related activities were given to become the largest-scale, highest-level, most influential and most effective loving and filial culture activities in the global Chinese community, including: “10,000 Chinese elders visiting Cicheng”, Elder’s Special Tourist Route in Cicheng, Jiangbei District two-day quality tour “visiting No.1 ancient county town in Southern China” and so on, All these successfully pushed on inheritance and development of non-material cultural heritage in Cicheng and wonderfully demonstrated the perfect integration between tourism and historical culture.
The Ideological Front (2011) in Chinese [3] XU Ming: An Exploration of the Optimization and Integration of Cultural Tourism Resources-Exemplified by Hefei Economic Zone .Journal of Anhui Agricultural University (Social Sciences Edition (2012) in Chinese [4] LI Yuehua: The Research on the Integration of Green Ecotourism.
Journal of Guilin Institute of Tourism (2007) in Chinese
Online since: February 2012
Authors: Hamdi Aguir, Hedi BelHadjSalah, Marta C. Oliveira, José Luis Alves, Luis Filipe Menezes
Table 1: Experimental material parameters [3].
Experiments were performed for both materials until a punch displacement of 60 mm.
Tensile and cylindrical cup deep drawing tests were performed in order to obtain an experimental database on these materials.
The constitutive model used to describe the materials behavior is composed of the Cazacu and Barlat’2001 orthotropic plasticity criterion and the isotropic Swift law hardening.
Journal of Engineering Science (2003) ; 41 :1367–1385