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Engineering condition is shown in Table 1, parameters of conductor and ground wire are shown in Table 2, the finite element model of single-mast guyed tower is shown in Fig. 1.
Table 1 Engineering condition of single-mast guyed tower Voltage grade Nominal height Horizontal span Vertical span Reference wind speed ±800kV 48m 480m 650m 27m/s Table 2 Parameters of conductor and ground wire Type Cross area Mass per unit length Conductor (six division) JL/G3A-900/40 939mm2 2790.2kg/km Ground wire LBGJ-180-20AC 180mm2 1221.5kg/km Numerical model of the structure The tower mast and the head of tower are simulated with truss beam mixed model [2].
Numerical analysis of engineering structures based on ANSYS(China Communication Press, Beijing 2007)(in Chinese) [6] Youquan Yin.
American Society of Civil Engineers,2000 [9] H J Ernst: submitted to Der Bauingenieur(1965).

Lopesd Faculty of Engineering – Department of Civil Engineering, University of Porto, Rua Dr.
Moreira, Influence of damage during installation on the geosynthetics filtration behaviour in landfills cover systems, Master Thesis in Environmental Engineering, Faculty of Engineering, University of Porto (2009) XXVI-141p.

Fatigue Life Estimation of RIB-to-Deck Joints in Orthotropic Steel Decks Yanling Zhang 1, a, Yunsheng Li 1,b and Deying Zhang1,c 1 School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, P.R.
Advances in structural engineering 11(2) (2008), p. 189-198 ].
Journal of Bridge Engineering 157 (2004), p. 93-102 . ,[] Michèle S.Pfeil, Ronaldo C.Battista, Aluísio J.R.
Proceedings of the Nineteenth International Offshore and Polar Engineering Conference.

Anisotropic Behavior of Geomaterial under Three-dimensional Stress States Kunyong Zhang 1,2, a, Yangang Zhang 2,b and Chi Wang3,c 1 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, P.
China 3 School of Navel Architecture and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, P.
Chinese Journal of Hydraulic Engineering, Vol 48, No 11, 2004, pp. 49-54
Journal of Engineering Mechanics, Vol 129, No 2, 2003, pp. 160-166

Journal of Engineering Geology,1994,2(3):62-70.In Chinese [8] A.A.
[13]Tiancheng Ai, Xu gang.Simulation analysis on expansion action of corrosion in concrete structures[c].The first colledge students scientific and innovation forlum of civil engineering and architectural in Hubei povence,2008,190~193.In Chinese [14] Yuxi Zhao, Weiliang Jin.Numerical-based method for calculating reinforcement corrosion at concrete cover cracking due to corrrosion [J].Journal of Zhejiang university (Engineering science),2008，42（6）:1080~1084.In Chinese [15] Ning Xia,Ren Qingwen,Li Zongli.Numerical simulation and analysis of cover splitting due to corrosion in anchorage zone of bolts[J].Chinese journal of rock mechanics and engineering,2006,25(7):1481~1485.

Mathematical Model and Characteristics Analysis of The Novel Dual-Redundancy Permanent Magnet Brushless Machine System Zhanqiang Luoa, Deliang Liangb School of Electrical Engineering, Xi’an Jiaotong University, Xi’an 710049, China aemail:zhanqiangluo@163.com, bemail: dlliang@mail.xjtu.edu.cn Keywords: Dual-redundancy permanent magnet brushless machine; PWM; State equations; Simulation model.
Jones, The more electric aircraft—assessing the benefits, Proceedings of the Institution of Mechanical Engineers 216 G (2002) 259–269.
Seabridge, Civil Avionics Systems, Prof.
Engineering Publishing, London, 2003
The International Journal for Compution and Mathematics in Electrical and Electronic Engineering, 1994, 13(2) : 455-470

Numerical Analysis of the Influence of the Parameter of Ductility of Reinforcing Steel on the Behaviour of Narrow Three-Span Reinforced Concrete Slabs from the Point of View of Experimental Investigations WIECZOREK Miroslaw 1,a* 1Department of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, PL amiroslaw.wieczorek@polsl.pl Keywords: concrete structures, numerical modelling, steel with high ductility, progressive collapse Abstract.
Wieczorek, Numerical analysis of narrow single-span, gravitationally loaded concrete slabs reinforced steel with a mean ductility, 20th International Conference „Engineering Mechanics”, Svratka, Czech Republic, May 12 – 15, 2014
Wieczorek, Idea of a simplified model to determination of the load capacity of and inner slab-column connection after its punching, Procedia Engineering, Vol. 65, 2013
Wieczorek, Load-bearing capacity of reinforcing bars in the zone of the slab-column connection determined experimentally and in the result of numerical calculations, Procedia Engineering, Vol. 65, 2013

Currently available remediation solution for SVOCs contaminated sites are still heavily relied on engineering removal technology based on the physical or chemical property of SVOCs.
Engineering technology such as soil vapor extraction (SVE), chemical oxidation and solvent extraction are still primary choice for most brownfield site remediation contaminated with VOCs or SVOCs[3].
The removal rate and final concentration reported in this study was competitive compared with other engineering-based remediation technologies, such as soil vapor extraction (SVE).
Dupont, Groundwater and Soil Remediation: process design and cost estimating of proven technologies, American Society of Civil Engineers, Virginia, 2001

Rate-independent deformation patterning in crystal plasticity Giovanni Lancioni1,a, Gianluca Zitti1,b, and Tuncay Yalcinkaya2,3,c 1Department of Civil and Building Engineering, and Architecture (DICEA), Polytechnic University of Marche (UNIVPM), Via Brecce Bianche, 60131, Ancona, Italy 2Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, UK 3Department of Aerospace Engineering, Middle East Technical University, 06800, Ankara, Turkey ag.lancioni@univpm.it, bg.zitti@univpm.it, ctuncay.yalcinkaya@eng.ox.ac.uk Keywords: crystal plasticity, non-convex energy, variational approach, plastic slip patterning.
Yalcinkaya, Plastic Slip Patterns through Rate-Independent and Rate-Dependent Plasticity, Key Engineering Materials, 611, 1777-1786, 2014

Test Research on Bonding strength between GFRP Anchor Bolt and Concrete under Corrosive Conditions Xiexing Tang 1,a,Xiaoyong Luo 1, b , Kailei Li and Yachuan Kuang 1, c 1School of civil engineering, Central South University, Changsha, Hunan, 410083, China a106371193@qq.com, btudou0522@163.com, cambersonic@gmail.com Keywords: GFRP, Bonding strength, Slip, Corrosion Resistance Abstract: In practical projects, GFRP anchor bolts are in complex geological conditions with corrosive factors such as acid, alkalis, salt and freeze-thaw circle.
Yingzi Zhang, Yingfang Fan, Yinghua Zhao: Tests and Researches on Bonding strength of New GFRP Grouting Bolt [J], Chinese Journal of Rock Mechanics and Engineering, 2006, 10:17-21.
Xianquan Shi, Zhiqiang Zhang, Zhiye Li: Research on Pull-Out Test Of Bonding strength Of GFRP Bolt And Concrete[J], Railway Engineering, 2010,10:133-136.
Yinghao Liu, Yong Yuan: Experimental Research on Anchorage Performance of Full-Thread GFRP Bonding Anchor Bolts [J], Chinese Journal of Rock Mechanics and Engineering, 2010,26(13):26-34.