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Hu 2, c 1 Department of Information & Communication, Nanjing University of Information Science & Technology, China 210044 2 School of Mechanical and Power Engineering, Shanghai Jiao Tong University, China 200030 a nuist_zyh@yahoo.com.cn, bwlh_nj@163.com, cdjhu@sjtu.edu.cn Keywords: Curve grinding, wavelet threshold, sub-pixel, measurement precision.
[2] Pawel Lezansk: Journal of Material Processing Technology, Vol. 109(3) (2001), pp.258-263
Wang: Journal of Northwestern Polytechnical University, Vol. 19(4) (2001), pp. 625-628
See: Journal of Material Processing Technology, Vol. 127(2) (2002), pp. 234-237.

Experimental Program Specimens Design and Materials Properties.
Acknowledgements This study was supported by the National Natural Science Foundation of China (Grant No.50908197).
Journal Vol. 98 (2001)p.159 [6] Shen P.S.
(in Chinese) [7] Bazant Z.P: ACI Journal Vol. 69 (1972) p. 212 [8] Song B.J: China Journal of Civil Engineering Vol. 26 (1993) p.66 (in Chinese) [9] Chen Z.Y., Wang Y., and Chen W.

Vibration suppression of flexible parallel manipulator based on sliding mode control with reaching law Junfeng Hu1, a, Xiangfu Cui 1,b and Pei Li 1,c 1School of Mechanical & Electrical Engineering, Jiangxi University of Science and Technology, Ganzhou, China ahjfsuper@126.com, b455018131@qq.com, c272886925@qq.com Keywords: Vibration suppression; Sliding mode control; Reaching law; Flexible parallel manipulator Abstract.
A few attempts have been undertaken towards the application of smart materials to control the elastodynamic vibration of lightweight mechanisms.
Journal of Dynamic Systems, Measurement, and Control Vol. 126 (2004), p. 347-358 [5] A.
Journal of Sound and Vibration Vol. 268 (2003), p. 947-970 [6] X.
Journal of Sound and Vibration Vol. 243(1) (2001), p. 145-155 [7] J.

Supposing the two nodal positions of the cable element are k1 and k2, the stress–strain relationship of all material remains within the linear elastic range during the whole nonlinear response, so
(5) Where, l1is the distance of k1 and k2, l01 is the unstress length correspondence with tension force P1, =P1, E and A are the Young modulus of the material and the cable cross section, respectively.
Journal of Zhejiang University ( Engineering Science). 43(10): 1892-1896 (2009) in Chinese [2] Y.
Journal of Tongji University. 32(10): 1295-1299 (2004)in Chinese [4] T.
Journal of Building Structures. 129(12): 32-38 (2008) in Chinese [5] Y.

It is well known that many material and load factor have distinct influence on the ultimate capacity of combined torsional members.
It is shown that for the combined torsional members with the same section dimension, material strength and strength ratio of longitudinal reinforcement to lateral stirrup, and under the same axial compressive stress level and relative eccentricity the torsional capacity of members subjected to cyclic torque is lower than that of members subjected to monotone torque and the ratio is from 0.91 to 0.96.
Acknowledge This paper was supported by the National Natural Science Foundation of China (51008244), the Specialized Research Fund for the Doctoral Program of Higher Education (20096120120007) and the Basal Foundation of Xi’an University of Architecture and Technology (JC0904).
References [1] Zhilin Yin, Yu Zhang, and Zhendong Wang: Torsion, China Railway Publishing House, Beijing (1990) (In Chinese) [2] Jinjie Men, Qingxuan Shi, Jiafu Li: Proceedings of the Ninth International Symposium on Structural Engineering for Young Experts, Fuzhou and Xiamen, (2006), p.910-915(In Chinese) [3] Jinjie Men: The experimental study on torsional behavior of high strength RC members subjected to axial eccentric compression, shear and torque, QingDao technological university QingDao (2004) (In Chinese) [4] Weihong Qin, Zhuo Xi: Journal of southeast university, Vol. 27, No.3 (1997), p. 6-11(In Chinese) [5] Yongmei Lin, Xiaozhen Zhou, Liande Zhang: Journal of building structure, Vol. 17, No.1 (1996), p.29-38(In Chinese) [6] Jiming Liu, Huangsheng Sun, and Liande Zhang: Journal of building structures, Vol. 22, No.3 (2001), p. 48-53(In Chinese) [7] Yunting Wei, Liande Zhang: Building structure, Vol. 21, No.1 (1991), p. 19-24.

Buried depth, material and size of the pipe are the same.
It is needed to collect the information of the pipeline before testing, including material, size, buried depth, operating conditions and etc.
Journal of Applied Geophysics, Vol.75 (2011) No.2, p.319-326
Journal of Applied Geophysics, Vol.65 (2008) No.1, p.10-20
Journal of Mining Science, Vol.39 (2003) No.3, p.216-224

In the process of this technology, the coal is converted to liquid fuel or chemical raw materials efficiently, and at the same time coal is desulfurized and products pyrolysis tar and pyrolysis semi-coke, a kind of clean solid fuel[1].
Acknowledgements This work was financially supported by Tianjin City High School Science & Technology Fund Planning Project (20120429).
Tollefson: The Canadian Journal of Chemial Engineering Vol. 73 (1995), p. 211 [2] N.
Li: Journal of Fuel Chemistry and Technology Vol. 29 (2001), p. 29 (In Chinese) [3] H.
Wu: Journal of Dalian University of Technology Vol. 36 (1996), p. 424(In Chinese)

However, most of the published materials on IS are not directly associated with HF since the concepts were developed for the assessment of design and process improvement to avoid fire, explosion and toxic hazards.
Yang, A methodology to model causal relationships on offshore safety assessment focusing on human and organizational factors, Journal of Safety Research, 39 (2008) 87-100
Safety Science, 50 (2012) 228-239
Yang, A Bayesian network approach for offshore risk analysis through linguistic variables, China Ocean Engineering - An International Journal 21, no. 3 (2007) 371-388
International Journal of Project Management, Vol. 22 (2004) 573-584.

RFt = Cth – Cz,t, (1) where RFt is reliability function for the time to corrosion initiation estimation [% of chlorides to mass of cementitions material], Cth is the chloride threshold [%], Cz,t is the chloride ion concentration at the reinforcement level [%].
The numbering in the code represents the percentage of particular cementitious material component.
Marek, Statistical Variations in Chloride Diffusion in Concrete, ACI Structural Journal, Vol. 102, No. 3 (2005), pp. 481-486
Le, Compressive Strength and Surface Electrical Resistivity of HPC Mixtures, International Journal of Engineering Sciences and Management, Vol. 6, No. 1 (2014), ISSN 2231-3273
Ghosh and Q Tran, Numerical Analysis of Chloride Diffusion Considering Time-Dependent Diffusion Coefficient, International Journal of Mathematics and Computers in Simulations, Vol. 8 (2014), pp. 103-106.

Force analysis of the soilbag In-situ Quick Load Test Test materials.
H., Measurement of the Shear Strength of an Expansive Soil by Combining a Filter Paper Method and Direct Shear Tests, Geotechnical Testing Journal.
[6] Sihong Liu, Fuqing Bai, Yisen Wang, Shan Wang, Zhuo Li, Treatment for Expansive Soil Channel Slope with Soilbags, Journal of Aerospace Engineering, published online January 11, 2012, doi:10.1061/(ASCE)AS.1943-5525.0000198
[8] LIU Si-hong, BAI Fu-qing, WANG Yi-sen ,WU Jian., Experimental Study on Wetting-Induced Deformation and Strength Characteristics of Soilbag Filled with Expansive Soil, South to North Water Transfers and Water Science & Technology, Vol.7, No.6 (2010) 54-58.
Reinforcement mechanism of soilbags and its applications, Journal of Hydraulic Engineering, No.Supplement (2007) 644-649.