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Acknowledgements The work described in this paper was supported by the Natural Science Foundation of Jiangsu Province, China (No.BK2004005).
Chan: Journal of Materials Processing Technology, Vol.63 (1997), pp.844

And besides signing contracts with Qixia Construction, consulting units, suppliers of materials and equipments, units in charge of construction, water and electricity suppliers also reported to the affordable housing authorities for archival filing in order to ensure the project run smoothly.
Acknowledgements This work was financially supported by the General Project of Humanities and Social Sciences Research, Ministry of Education of China (Grant No.11YJCZH124).
[5] Zhang Wei, Zhu Hongliang: Systme changes of government investment project management in our country, China Civil Engineering Journal, 2007, 40, (5), pp.79-84, In Chinese

Cui1c 1Key Laboratory of Electromagnetic Processing of Materials, Ministry of Education, Northeastern University, Shenyang, Liaoning, 110819, China 2BCAST, Brunel University, Uxbridge, Middlesex, UB8 3PH, UK azuoyubo@epm.neu.edu.cn, bzhongyun.fan@brunel.ac.uk, cjzcui@epm.neu.edu.cn Keywords: Aluminium silicon alloy, Modification, Intensive melt shearing, Microstructure Abstract.
Acknowledgements The financial supports from EPSRC of UK, the National Natural Science Foundation of China (51104043) and the National Basic Research Program of China (2012CB619506) are gratefully acknowledged.
Zhang, Dongbei Daxue Xuebao/Journal of Northeastern University 28 (2007) 1406-1409

For an uncrushable material, dEs/dW is a measure of the shear stiffness, which keeps decreasing until the peak stress ratio is reached, where dEs/dW is equal to zero.
When the material is crushable, the strain energy build-up is disrupted by one more energy dissipation mechanism — particle breakage, which is independent from the friction dissipation.
SKLGP2012K019 from the State Key Laboratory of Geohazard Prevention and Geo-environment Protection of Chengdu University of Technology and National Science Foundation of China Grant No. 51109182 are acknowledged.
International Journal for Numerical and Analytical Methods for Geomechanics, (2011), Online first (DOI: 10.1002/nag)

After the analysis, the key factors include the masonry material strength, reinforcement of crest slab and concrete strength, which affect the vertical bearing capacity.
Based on the acquired the material strength, the number of steel bars, effective section area, member size and so on, the resistance values of the bearing members are also calculated.
Zhou: Journal of Shanghai Jiaotong University Vol. 45, NO.5 (2011), p. 639-642(in Chinese)
[8] Ministry of Construction of People’s Republic of China: Technical Standard for Site Testing of Engineering (GB/T50315-2000) (China Environmental Science Press, Beijing 2011) (in Chinese)

Acknowledgements This work was financially supported by 2011ZK-07of Clothing Materials Research Development and of Evaluation of Beijing Key Laboratory and Beijing Education Commission, Textile testing technology based on machine vision research project of BIFT university-level academic innovation team 2011T-06 College Talents school plan - the backbone of the talents of young and middle-aged project (PHR201008283).
Signal Processing in MATLAB for fabric pilling images Preliminary Qingdao University, School of Computer Science thesis,(2007) [2]H.K.Lu,Zh.L.Zhong.
Based on image analysis technology fabric pilling grading method.(2007) [4] Das, A, Chakroborty, P.Study of Fabric Hairiness using Image Processing Technique.Research Journal of Textile & Apparel, (2008), p.562 [5] F.Hu. wool fabric pilling research and analysis .

Acknowledgement The material presented in this paper is based upon work supported the Doctoral Program Foundation of the Ministry of Education under Grant No. 20123204120012, Project of the Housing and Urban-Rural Development Bureau of Jiang-su Province (No. 
JS2012ZD34), National University students practical and innovation training project (No. 201210298025), A Project Funded by the Priority Academic Program Development of Jiangsu Higher Education Institutions, the College Natural Science Foundation of Jiangsu Province under Grant No. 11KJB560003, Open Fund Project from Key Laboratory of Concrete and Pre-stressed Concrete Structure of Ministry of Education (Southeast University) and Students innovation laboratory project of Nanjing Forestry University (No. nlsycx201310).
Any opinions, findings, and conclusions or recommendations expressed in this material are those of the writer(s) and do not necessarily reflect the views of the foundations.
Journal of Zhengzhou University, 25(2).

Raju, Stress-intensity factor equations for cracks in three-dimensional finite bodies subjected to tension and bending loads, Computation Methods in the Mechanics of Fracture, Elsevier Science Publishers B.V., 1986, pp. 311-334
Newman, Jr., A virtual crack-closure technique for calculating stress intensity factors for cracked three dimensional bodies, International Journal of Fracture 36 (1988)
Shah, Stress intensity factors for through and part-through cracks originating at fastener holes, Mechanics of Crack Growth, ASTM STP-590, American Society for Testing and Materials, 1976, pp. 429-459

Design of Continuous Passive Motion Machine Based on Kinematic Model of Lower Limb DWORNICKA Renata1,a*, DOMINIK Ireneusz2,b 1Cracow University of Technology, Faculty of Mechanics, Institute of Applied Informatics, Poland, 31-864 Kraków, Al.Jana Pawła II 37 2AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics, Department of Process Control, Krakow, Poland adwornick@mech.pk.edu.pl, bdominik@agh.edu.pl Keywords: CPM machine design, kinesitherapy, passive exercises Abstract.
Salter, Continuous Passive Motion: From Origination to Research to Clinical Applications, Journal of Rheumatology 31 (2004) 2104-2105
Dwornicka, The Impact of the Power Plant Unit Start-Up Scheme on the Pollution Load, Advanced Materials Research 874 (2014) 63-69

The assessment system scope Green buiding technology suitability assessment is available for assessing a green building technology whether it can effect the green building to save energy, save water, save land, save materials, protect environment, and reduce pollution in the whole life cycle.
Improvement of fuzzy comprehensive evaluation method, Journal of Chongqing University(Natural Science Edition) Vol06, Chinese [6] Bryson N.Group decision-making and analytic hierarchy process;exploring the consensus relevant information content.Computers Ops.