Search results

Chinese Journal of Geotechnical Engineering,2005, 27(1): 125–127
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(21): 3894-3902
Chinese Journal of Rock Mechanics and Engineering, 2012, 31(2):280-288
Journal of Hydrodynamics, ser.
Journal of China Coal Society Journal of China Coal Society, 2010, 35(8): 1314-1318

These materials exhibit highly anisotropic elastic properties at mesoscopic level.
Tab. 1 concerns materials which single crystals are elastically anisotropic.
Hauk, Structural and Residual Stress Analysis by Nondestructive Methods, Elsevier Science edition, 1997
Guillén, Journal of Applied Crystallography, 38 (2005), 30-37
Taylor, Journal of the Institute of Metals, 62 (1938), 307-324

Journal of System Simulation,(2007), p. 257-260(In Chinese)
ACI Materials Journal,(1998),p.609-616
Science publishing House, (2009),p.88-96.

Model building This paper uses a simple model like the Jeffcott rotor with common steel materials [4].
Acknowledgements The work was performed under the auspices of the "Strategic Priority Research Program" of the Chinese Academy of Sciences and the overseas returnees’ start-up Research Fund.
References [1] MENG Guang; Retrospect and Prospect to the Research on Rotordynamics; Journal of Vibration Engineering(2002)
Journal of Vibration and Shock (2001).

Acknowlegements The presented work was supported by National Natural Science Foundation of China (NO.51008067), Foundation of Key Laboratory of Concrete and Pre-stressed Concrete Structure of Ministry of Education in Southeast University and Priority Academic Program Development (PAPD) of Jiangsu Higher Education Institutions.
References [1] Jin, Y.Y., “Fierce Competition in Racks Industry: Demand for Racks is Rising”, Logistics & Material Handling, 2003, Vol. 8, pp. 28-29.
(In Chinese) [2] Li S.L., “History and Status Quo of Racks and Racking Warehouses in China”, Logistics & Material Handling, 2005, Vol. 10, pp. 77-81.
(In Chinese) [3] Sangle, K.K., Bajoria, K.M. and Talicotti, R.S., “Elastic Stability Analysis of Cold-Formed Pallet Rack Structures with Semi-Rigid Connections”, Journal of Constructional Steel Research, 2012, Vol. 71, pp. 245–262
[5] Xu, L. and Wang, X.H., “Stability of Multi-Storey Unbraced Steel Frames Subjected to Variable Loading”, Journal of Constructional Steel Research, 2007, Vol. 63, pp. 1506–1514.

A Study on The Application of Design Thinking Strategy to Form Generation System Sei-Wo Winger Tseng 1,a , Chi-Hong Lin 1,b 1 Department of Industrial Design, National Yunlin University of Science and Technology, Douliou, Yunlin 640, Taiwan atsengws@yuntech.edu.tw , bg9831713@yuntech.edu.tw Keywords: design thinking, vertical thinking, lateral thinking, parametric design, computer-aided design.
Advanced Materials Research 201-203: 1177-1180. (2011) [3] Nagamachi, Mitsuo.
International Journal of Industrial Ergonomics, 15, 3-11. (1995) [4] V.
Cambridge, MA: MIT Press. (1994) [5] Chang, Wuefay.”under the intelligent design automation system architecture of the early stage of CAID “, Ming Chi College of Technology, Journal of Industry Design, 26, pp. 175-187.(1994) [6] Hsiao, S.

Quested: Measurement Science and Technology, Vol. l6 (2005), p.354-362
Smith: Journal of Anhui University of Technology: Vol. 18 (2001), p.277-282
Zhou: Applied Mechanics and Materials: Vol. 16-19(2009), p.1030-1032
Dong: Journal of Beijing Institute of Machinery: Vol. 20 (2005), p.28-30

Parameter Design of Anti-Slide Pile Control Method in Floor Heave Yan Qiu1,a , Yu’hua Lu1,b , Chun’an You1,c , Qiu’yuan Liu1,d 1College of Civil Engineering, Shandong University of Science and Technology, Qingdao 262510 China, aqiuyansdust@163.com, b Sdkdlyh@yahoo.com.cn, c,youchunan@163.com, dliuqiuyuan104@163.com Keywords：floor heave of roadway; limit equilibrium; anti-slide pile; Slip Line Fields; geometry size analysis Abstract：Floor heave is a kind of deformation form that rock and soil mass of roadway floor enter a plastic flow state under surrounding stress.
Analysis about the stress field in opening floor heave The rock around roadway is Coulomb material(c-φ), and φ≠0.
Assume that the rock is a kind of rigid-perfectly plastic material obeying Coulomb yield condition, Prandtl slip line field in floor is shown in Figure 1 after the rock mass under roadway floor entering yield condition.
[2] You Chun’an, Song zhenqi, Theory And Application of Floor Heave Control in Roadways with Anti-Slide Piles, Chinese Journal of Rock Mechanics and Engineering, 6(2002)
[6] Shen Zhujiang, Resistance against sliding of Pile and Anti-slide Pile Design, China Journal of Geotechnical Engineering, 1(1992)

Effect of isothermal aging on the growth and morphology of the intermetallic compounds formed at the Solder/Cu interface of the lead - free solder joint FU Yun, ZHANG Qi*, SUN Feng, BAI Haoyu, School of Materials Science and Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100083, People's Republic of China *E-mail: qz@buaa.edu.cn Keywords: lead-free solder, intermetallic compound, isothermal aging.
Main References [1] Sanka Ganesan, Ji Wu, and Michael Pecht , Long-term Reliability Assessment of Lead-free Soldered Electronics, CALCE Electronic Products & Systems Center [2] Tao-Chih Chang, Moo-Chin Wang, Min-Hsiung Hon, Growth and morphology of the intermetallic compounds formed at the Sn-9Zn-2.5Ag/Cu interface, Journal of Alloys and Compounds 402 (2005) 141-148 [3] Y.
McCluskey, Effect of PWB Plating on the Microstructure and reliability of SnAgCu Solder Joints, CALCE Electronic Products and Systems Center University of Maryland [5] Tao-Chih Changa, Moo-Chin Wang, Min-Hsiung Hona, Growth and morphology of the intermetallic compounds formed at the Sn-9Zn-2.5Ag/Cu interface, Journal of Alloys and Compounds 402 (2005) 141-148 [6] Wei Huang, James M.Loman, Bulent Sener, Study of the effect of reflow time and temperature on Cu-Sn intermetallic compound layer reliability, Microelectronics Reliability 42 (2002) 1229 - 1234

The fitness of 50 sets of geo-material parameters is evaluated in each generation.
There are three geo-material parameters of thin layer stiffness matrix method in a soil layer, such as layer thickness, shear wave velocity and Poisson's ratio.
Acknowledgements This study was supported by the research funding from the National Science Council of Taiwan (NSC 96-2622-E-324-012-CC3).
[2] Ryden, N., Park, C.B., Ulriksen, P. and Miller, R.D. (2004): Multimodal approach to seismic pavement testing, Journal of Geotechnical and Geoenvironmental Engineering, 130(6), 636-645
[5] Chai, H.Y., Phoon, K.K., Wei, C.F. and Lu, Y.F. (2011): Analysis of effects of active sources on observed phase velocity based on the thin layer method, Journal of Applied Geophysics, 73, 49-58.