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There are also others field which applied SHM such as civil, architecture, mechanical system and marine.
SHM is a method that aims to identify the health of an engineered system throughout its lifecycle [26].
[8] Rytter, A., Vibration based inspection of Civil engineering structures, in Department of Building Technology and Structural Engineering. 1993, University of Aalborg: Denmark
Pai, Journal of Wind Engineering and Industrial Aerodynamics Vol. 85(3) (2000) 309-324
Jaehwan, International Journal of Precision Engineering and Manufacturing Vol. 12(6) (2011) 1129-1141

Spall Strength of Steel Fiber Reinforced Concretes ZHANG Lei1, a, WU Biao1,b and ZHOU Ying1,c 1 Luoyang Hydraulic Engineering Technology Research Institute, Luoyang, Henan, China.
International Journal of Impact Engineering. 25: 387-409
International Journal of Impact Engineering. 32:605-617
International Journal of Impact Engineering 32:1635-1650
Journal of Materials in Civil Engineering.14: 262-269

The theory and stability studies on composite bolted rock mass Xiliang Liu 1, a, Hongyu Liu 1, b , Xianjun Han 1, c 1School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China axilliu@hpu.edu.cn, bliuhongyu0107@126.com, c xjhan-2003@163.com Keywords: Composite materials mechanics, Equivalent mechanical model, Stability of roadway, Bolted rock mass, Numerical simulation.
This method is able to consider the influence of bolted rock mass to physical and mechanical properties of rock mass quantitatively, guide engineering design and construction.
By comparison analysis, the displacement and stress error of key points are all under 5% in two patterns, which is in the control of engineering allowed.
Vol. 28 (2007), p. 1544 [2] Hongsheng Chen, Sheng Qiang, Shangfa Chen: Chinese Journal of Rock Mechanics and Engineering.
Vol.31(1994), p. 273 [5] Chen S H, Eager P, Migliazza R: Proceedings of the ISRM International Symposium on Rock Engineering for Mountainous Regions. 2002, p.25 [6] Xinping Li, Tao Wang, Guihong Song, etc: Chinese Journal of Rock Mechanics and Engineering.

The similar status happens to the civil large equipments.
The IPT usually consists of members from the related functional disciplines such as design, quality and reliability, procurement, customers and suppliers, product engineering, test engineering, manufacturing, planning, and after sale service.
Reliability engineering at the early stages could reforge the product.
The engineering change and deviation should be controlled strictly when the product baseline is defined.
Design engineers participate in development and production simultaneously under the cross state.

Proceedings ofthe American Society of Civil Engineers, 1956(82):920-921
ASCE Journal of Structural Engineering, 1994, 120(8):2281-2287 [5] Donovan K.Structural analysis of transmission towers with connection slip modeling.
Engineering Structures, 2003, 25(6):779-788
Engineering Structures, 2011, 33(5):1817-1827
Engineering Mechanics, 2012, 29(6):292-299.

Moderately thick plates are widely used in a variety of engineering structures.
Nonhomogeneous structures have also found many applications in aeroplane aerofoil structure, space vehicles, automobile lightweight structure and other engineering structure.
Computer Methods in Applied Mechanics and Engineering 1994;113:397-414
Modal analysis of moderately thick plates by element-free method, China Civil Engineering Journal 2006; 39(10): 29-33
On the optimal shape parameters of radial basis functions used for 2-D meshless methods, Computer Methods in Applied Mechanics and Engineering 2002; 191: 2611-2630.

Prestressed Anchor Bolt Impact on The Deformation of Composite Soil Nailing Dengqun Wang1, a, Yanpeng Zhu2,b 1,2 School of civil engineering Lanzhou University of Technology,Lanzhou,730050, China a wdqking@163.com, b zhuyp@lut.cn Keywords: prestress, composite soil nailing, deformation, impact, construction.
In practical engineering, diameter of soil nail close to anchor bolt could be reduced.
Chinese Journal of Geotechnical Engineering, Vo1．27,pp.153-156,Feb 2005(In Chinese) [2].
Chinese Journal of Geotechnical Engineering, Vol.28,pp.1687-1690, November 2006(In Chinese)
Chinese Journal of Rock Mechanics and Engineering, Vol.28,pp.1460-1465.

The research of impact in pipe pile squeezing soil to bearing capacity of the pile Jin Xu1, a, Jing He2, b 1 Civil Aviation University of China, Tianjin 2 Tianjin Research Institute of Building Science, China aXujin1998@126.com, bhj_canbb@sina.com Keywords: Prestressed concrete pipe pile; Bearing capacity; squeezing soil Abstract.
Table 1, The engineering geological conditions soil layer NO. soil layer name soil layer thickness ( m) compressibility precast pile(Kpa) Ultimate side Resistance qsik Ultimate end Resistance qpk 1 fill soil 0.70-4.90 high 40 2-1 clay silty clay 0.70-2.40 high 35 2-2 middle-high 22 3-1 mucky clay silty clay 9.20-13.30 high 43 3-2 middle 50 4 silty clay 0.80-1.80 middle 60 5 silty clay 2.40-4.80 middle 65 2200 6-1 silt silty clay 8.30-12.10 low 61 2500 6-2 middle 7 silty clay 1.60-3.30 middle The engineering design piles were PHC AB 400 80 9 9 (ground pile tip bearing layer is 5), PHC AB 500 110 12 12 (13) (pillar piles tip bearing layer is 6-1) prestress pile.
Test case Initial design large machining plant of this project, the design units required for 6 groups static load test of destruction test pile in the factory district (Φ400, Φ500 two test piles, each of them is 3 groups), to determine the ultimate bearing capacity of the foundation pile used by design engineering pile, so for the first 6 groups static load test pile load to destruction state according to the specification.
Pile NO Age (day) Test pile model (mm*m） Final loading （kN） Final settlement (mm) Final confirmed limit loading (kN) Limit loading homologous settlement (mm) remark 1 99# 25 Φ500×24.0 2400 13.19 2400 13.19 engineering piles, before construction 2 415# 21 2400 7.89 2400 7.89 3 631# 22 Φ400×18.0 1440 11.27 1440 11.27 4 1057# 18 1440 11.45 1440 11.45 5 1089# 17 1440 8.77 1440 8.77 SZ-1# SZ-1# SZ-1# SZ-1# SZ-1# SZ-1# Figure. 1.
In the test plants, we have done 6 groups test before and after the construction of the engineering piles respectively, total 12 groups (Φ400, Φ500 two test piles, each of them is 6 groups) destructive testing of static pile load test, to determine how much the ultimate bearing capacity of foundation pile increased before and after the effect of soil squeezing.

Attribute Theory-based Evaluation of Highway Construction Projects for Sustainable Development Mingshun Li 1, a, Ke Yang 1, b 1School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, Hunan, 410114, China alimingshun100@yahoo.com.cn, bycocool@163.com Keywords: Attribute Theory, Highway Construction, Sustainable Development.
Highway construction project evaluation index system of sustainable development Comprehensive evaluation index The first Evaluation index The second Evaluation index Highway construction projects for sustainable development Sustainable socio-economic development Promote social development Promote economic development Promote political stability Improve the quality of the road sector Environmental resources for sustainable development Pollution Control Use of natural resources protection Impact on the ecological balance Environmental Management Sustainable development of highway construction project operations The main road works and traffic safety Communication Systems Engineering Control systems engineering Charging systems engineering Other systems engineering Service area and work area maintenance systems engineering Road transport and other modes of transport co-ordination of Management system and policies for sustainable development "Software" Management and Policy "Hardware" Management
Systems engineering theory and practice, 1999, (5)  [6] Yuan Jianbo, Zhu Wenxi, Study on Post-Evaluation of Highway Construction Projects [J].
Systems Engineering Theory and Practice, 2002, (11)  [8] Wang Lianfen, Xu Shubai.
Journal of Civil Engineering, 2002, (2) 

The Simulation of the Interaction between SCR and Seabed Chaofan Yang1,a , Weiping Huang1,b, Xinglan Bai2,c, Qingfei Meng3,d 1 Shandong Key Laboratory of Ocean Engineering, Ocean University of China, Qingdao, China 2School of Naval Architecture and Civil Engineering , Zhejiang Ocean University, Zhoushan, China 3Shengli Engineering &Consulting Co.Ltd, Dongying, China achaofan0926@163.com, bwphuang@ouc.edu.cn, cbaixl0813@126.com, dharrymeng@163.com Keywords: SCR; Beam on elastic foundation; Curve beam with large deformation; Deepwater risers.
Giertsen: Analysis Guidelines and Application of a Riser-Soil Interaction Model Including Trench Effects, Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering, ASME (2004), pp955-962
Martins Riser-Soil Interaction: Local Dynamics at TDP and a Discussion on the Eigenvalue Problem, Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering, ASME (2004), pp583-594
Bai: The Simulation of steel catenary risers in deepwater with flexible cable model, Engineering Mechanics, Vol 26(11) (2009), pp 228-231
[9] 2H Offshore Engineering Ltd: STRIDE JIP-Pull out resistance of a pipe in a clay soil, 2H Offshore Engineering Ltd, (2002).