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Preparation of Ion Implanted Porous Silica Thin Film Yong Bao1, a *, Deyin Zhang1, b, Ying Luo1, Wei Qian1, Kun Li2 1 Civil Aviation Flight University of China, Guanghan Sichuan, 618307, China 2Changzhou University, Changzhou Jiangsu, 213164, China abaobruce@gmail.com, bmorrisvip@163.com Keywords: ion implanted; porous; silica; sol-gel; thin film.
Introduction The research interesting of uncooled infrared detector has been stimulated in recent years because the continuous growing market scale of uncooled infrared detectors in the expanding civil application fields such as fire detection, remote distance high temperature test, intrusion detection, infrared spectrum measurement, and so on.
Preparation and Study of Low Dielectric Constant Mesoporous Silica Films [J](in Chinese), J. of materials science and engineering, 2005,23(3): 408-411

Study of a heat pump for simultaneous cooling and desalination BYRNE Paul1, a *, AIT OUMEZIANE Yacine1,b, SERRES Laurent1,c and MARE Thierry1,d 1Université Européenne de Bretagne Laboratoire Génie Civil Génie Mécanique IUT Génie Civil - 3 rue du Clos Courtel - BP 90422 35704 RENNES CEDEX 7 a*paul.byrne@univ-rennes1.fr, byacine.ait-oumeziane@univ-rennes1.fr, claurent.serres@univ-rennes1.fr, dthierry.mare@univ-rennes1.fr Keywords: heat pump, cooling, desalination, membrane distillation, simultaneous production.
The rest of the components are modeled under EES environment (Engineering Equation Solver): the compressor, the condenser, which provides heat to the desalination unit, the expansion valve and the evaporator creating cold for the refrigerator.

In the construction energy conservation design May refer to "Civil construction Energy conservation Design standard" stipulated to conserve energy the housing outer wall heat transfer coefficient on limiting value to carry on the design. outer wall keeps warm the system in overseas to be called the EIFS system, namely outer wall heat preservation and decoration system.
"Civil construction Energy conservation Design standard" to the window wall area which faced differently has made the quite strict stipulation, stipulated that “to north, to east and to west, the southing window wall area compared should not surpass 20%, 30% and 35%”.
With the coal-fired boiler heating is causes this area air pollution the primary factor, Our country some north material demonstrated that every 1,000,000 square meter heating area, a heating time need the coal consumption 58,300 tons, arranges the mist and dust 607 tons, discharges CO2 and the nitrogen oxygen compound gas 1208 tons, the ash dregs 8500 tons, causes this area to surpass for 100 days in the heating time air quality exceeding the allowed figure third-level above number of days, causes annual the blue sky engineering effort die young.

Propagation Behavior of Main Crack in Reinforced Concrete Beams Strengthened with CFRP under Cyclic Bending Load Zhengwei Li1,a, Peiyan Huang1,2,b , Hao Zhou1,c 1School of Civil Engineering & Transportation, South China University of Technology, Guangzhou, 510640, China 2State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, 510640, China azwli_2006@163.com, bpyhuang@scut.edu.cn(corresponding author),cleohao@vip.com Keywords: Crack propagation rate; Stress intensity factor; Carbon fiber laminate; Reinforced concrete beam; Strengthening; Cyclic load Abstract: Fatigue behavior of reinforced concrete (RC) beam can be improved by externally bonded fiber reinforced polymer (FRP).
Beitelman: Journal of Structural Engineering, Vol. 125 (1999), p. 613
Zhao: Key Engineering Materials, Vol. 306-308 (2006), p. 1343
Wahab: Engineering Strctures, Vol. 29 (2007), p.2334

Research on Sliding Cable with a Nonlinear Analysis Method for a Cable-Membrane Structure Kai LIU 1, a, Xinyi WANG1, b 1School of Civil Engineering, Nanchang Institute of Technology, Nanchang 330099, China akkk417@163.com, bxyi771118@163.com Keywords: Composite structure; Cable; Membrane; Sliding; Construction.
References [1] Wu-Jun Chen. in: Design of Membrane Structure Engineering. edited by China Architecture & Building Press Publishing, Beijing (2005), in press
Journal of Structural Engineering, ASCE.
Structural Engineers.

It has lots of different kinds of unit types, material depot, analyzing process etc, thus can be widely used in thermal, civil engineerings etc[5].
Engineering example analysis: a five-layer framework office building caught fire, the post-disaster scene investigation collecting photos shown as below: According to the site’s remain appearance characteristics and burning condition:the concrete surface color was shallow gray slightly now light yellow, surface bubbling had more crack and transfixion seam, surface had edge expansion and dilatancy, came off seriously.
In practice,ABAQUS finite element simulation can infer the concrete structural fire temperature and temperature field distribution more accurately, thus provide important technical parameters of mechanical properties and fire component identification and reinforcement for further analysis ,and also can provide engineering and technical references for the spot inspection.
Engineering mechanics, 1996, (2) : 35-42 [3] Jilei Ye, Jie Jiang.
ABAQUS structure engineering analysis and example explanation [M].Beijing: China architecture &building press, 2010

Civil Engineering Journal, 2000, 33 (5): 1 ~ 12
Journal of Structural Engineering, ASCE 1996,122 (7): 776 ~ 782
Three-Dimensional Non-Linear Analysis of Square Steel Pipe Reinforced Concrete Column [J] Earthquake Engineering and Engineering Vibration, 1999, 19 (l): 57 ~ 64

EPS density can be a useful index property because the geotechnically relevant engineering properties of EPS correlate well with its density.
:Soil Dynamics and Earthquake Engineering, 27:4 (2007), p.324 [4]Bathurst, R.J., Keshavarz A., Saman Z., et al.
:Soil Dynamics and Earthquake, 27:4(2007), p.344 [5]Wang Yimin, Bathurst R.J.: Chinese Civil Engineering Journal, Vol.41:10 (2008), p.73 [6]Saman Z., Bathurst, R.J.: Geotextiles and Geomembranes, Vol.26(2008), p.371 [7]Horvath J.
Geotechnical Earthquake Engineering (Prentice-Hall press, USA 1996)

Utilization of Biodynamic Models of Human Body in Dynamic Analysis of Footbridges SANA Vladimir1, a * 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thakurova 7, CZ-166 29 Prague, Czech Republic avladimir.sana@fsv.cvut.cz Keywords: footbridges, human-induced vibration, biodynamic models, ordinary traffic Abstract.
For common engineering structures, where the accelerations of the load-bearing structure or its parts are restricted by the allowed value, these nonlinearities may be neglected.
Ammann, Vibrations in structures induced by man and machine, International Association for Bridge and Structural Engineering, Zurich, 1987
Sana, Dynamic Analysis of the Structure Exposed to the Moving Periodic Force and Viscoelastic Models of the Human Body, in: Engineering mechanics, 2015, ITAM Prague, Czech Republic, pp. 270-271.

Study on Mechanical Mechanics with Technical Points in Foundation Design of Offshore Wind turbines Bixiang Mei 1, a 1Department of Civil Engineering,Nangchang Institute of Technology, 289 Tianxiang Road, Nanchang 330099, China aemail:809622645@qq.com Key words: offshore wind turbines; mechanical mechanics;foundation; technical points Abstract: By its application environments and structure features，the five key technology issues in foundation design of offshore wind turbines including structure mechanical mechanics analysis, foundation type selection，pile design，wave force calculation，structure fatigue analysis are discussed in this paper.The corresponding technical resolution and research methods are also provided.It is aimed to provide a useful reference for the foundation design of offshore wind turbines. 1 Introduction Wind power is a kind of clean and renewable resources which is helpful for environmental protection ,and has developed rapidly in recent years in the countries
Comprehensive consideration is needed in selecting foundation types including water depth, water level fluctuation amplitude, soil conditions, seabed slope rate and stability, flow velocity and erosion, wind turbines operation requirements, berthing and anticollision requirements, construction installation equipment capability, prefabrication site and transport condition, engineering cost and time requirements of project construction, etc. 2. 3 Questions of pile foundation design According to the characteristics of offshore wind turbines, the vertical bearing capacity is not the dominant factor generally ,and the uplift bearing capacity or horizontal bearing capacity is dominant.
,in: Lateral loading of deep foundations in stiff clay,Journal of Geotechnical Engineering Div, 1975,101(7): 633 – 649
[4] YOU Han-qiang, YANG Min,in: Simplified model for single-pile of offshore wind turbine under cyclic loading, Chinese Journal of Geotechnical Engineering, 2010,32(2): 13 – 16