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This article adopt nonlinear dynamic analytic procedure of fiber model of beam-column elements formation based on flexibility method that cross-section of beam-column element is discretized into a number of vertical fiber, ignoring the shearing effect and considering each fiber in a unidirectional stress The fiber model also consider lateral constrained influence in the uniaxial stress-strain relationship, and use plane-section assumption to create beam-column element stiffness matrix for calculating the nonlinear relationship of force and deformation of the total cross section on the basis of uniaxial stress-strain relationship of corresponding fibrous materials.
Acknowledgements This work was financially supported by by the National Natural Science Foundation of China (Grant No. 50478067).
References [1] Junjin Liu, Zhitao Lu. in: Journal of Building Structures Vol. 23 (2002), p. 21.in Chinese
[2] Jie Li, Jianzhuang Xiao. in: Civil Engineering Journal Vol. 35 (2002), p. 7.in Chinese
In: Civil Engineering Journal Vol. 33 (2000), p. 33.in Chinese

Fig.1 The Chart of building plan (unit: m) Table 1 Physico-mechanical parameters of materials Member Density (kN.m-3) Modulus of elasticity (MPa) Poisson ratio C (kPa) θ (°) Clay 18.7 20 0.35 19 26 Frame 25 30000 0.20 Foundation 25 31500 0.20 Lining 25 34500 0.17 Shield shell 78.5 210000 0.30 Fig.2 The Chart of grid delimiting Assume soil layer is homogeneous, and the constitutive model is used with Mohr-Coulomb model.
Acknowledgements This work was financially supported by The Chinese National Natural Science Foundation (51078332)，Zhejiang Natural Science Foundation (Z1100016) and Hangzhou Key Discipline.
Journal of Geotechnical and Geoenvironmental Engineering, Vol.131(10), p.1199-1210, (2005)
Chinese Journal of Rock Mechanics and Engineering, Vol. 27(Supp.2): 3868-3874, (2008).
Chinese Journal of Rock Mechanics and Engineering, Vol. 25(Supp.1), p.3317-3323, (2006).

The materials of the towers can be steel, concrete, or steel-concrete composite form.
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Acknowledgement This project was financially supported by Overseas Affairs Bureau of the State Department, China, P.R. 06QZR06, and by Quanzhou Science and Technology Fund 2007G9 and 2008G5.
References [1] Marc Andre Meyers:Dynamic Behavior of Materials(National Defense Industry Press, Beijing 2006)
Babitsky:Journal of Sound and VibrationVol.3(2007), p.326-335
Roukema, Yusuf Altintas: International Journal of Machine Tools & Manufacture Vol.47 (2007), p.1455～1473
[12] G.L.Niu, Y.Z.Huo and L-ZGu lizhi: Journal of Jiamusi University (Natural Science) Vol.25(2007) No.3,p359-361.

Acknowledgement This work was financially supported by the Natural Science Foundation of China (No.60973048), Research Foundation of Jiangxi Province Education Department (No.GJJ12413), and Key Laboratory Open Foundation (No.TX201204003).
References [1] Hiroaki Katsura: Ultrasonic Flaw Detection Method And Ultrasonic Flaw Detection Device, Journal of the Acoustical Society of America, Vol.129 (2011), p.1661 [2] Livings, Richard Andrew.
Flaw detection in multi-layer, multi-material composites by resonance imaging: Utilizing Air-coupled Ultrasonics and Finite Element Modeling.
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The filter of the column outer layer wrapped insulation material, used to keep the reactor temperature constant and dark.
Chinese Journal of Environmental, 2010, 4(2): 283-287
Chinese Journal of Environmental, 2008, 2(1): 11-15
Beijing: China Environmental Science Press, 2002. 4
Journal of Environmental Sciences, 2009, 30(11): 3342-3346.

Experimental Selection of Material.Ten cellulose pulps bought from the market; NaOH and NaCl are both analysis purity grade.
Cellulose Pulp Dissolving System Selection of Material Dissolving System in NaOH Solvent.
Wang, and S.Y.Guo, “New Solvent Systems of Cellulose,”Journal of Cellulose Science and Technology, vol. 15,. pp. 74-78, March 2007
[3]A.M.Bochek, “Effect of Hydrogen Bonding on Cellulose Solubility,”.Russian Journal of Applied Chemis-try, vol. 11,. pp. 1713 -1718, November 2003
Gao, “Dissolution and Regener-ation of Cellulose in NaOH/ Thiourea Aqueous Solution,”Journal of Polymer Science, vol. 40,. pp. 1521- 1529, June 2002

Acknowledgments The work was carried out with support of state task of Ministry of Science and Education, project № 1.630.2014/K.
Comparison of two- and three-dimensional steady flows of a homogeneous viscous incompressible fluid (2009) Russian Journal of Numerical Analysis and Mathematical Modelling 24, 1, pp. 1-14
Model of incompressible viscous fluid flow driven by pressure difference in a given channel (2013) International Journal of Heat and Mass Transfer, 62, pp. 242-246
Solution of the problem of viscous fluid flow with a given pressure differential (2011) Russian Journal of Numerical Analysis and Mathematical Modelling 26, 1, pp. 39-48
Architectural building aerodynamics of tall structures with the bleeding effect and wind energy selection (2014) Proceedings of the International Conference „Innovative Materials, Structures and Technologies”, pp. 193-197

Sub zone of materials in dam and its foundation Fig.2.The possible failure paths of dam From Tab.4 it shows that the system reliability of dam model depends on all kinds of failure modes.
Acknowledgements This study was supported by Project supported by the National Natural Science Foundation of China (Grant No. 51109029, 51178081, 51138001, 51009020). and China Postdoctoral Science Foundation (Grant No.20110491535) References [1] Z.
Dong, Stability model of tailing dams based on fuzzy random reliability [J] Chinese Journal of Geotechnical Engineering, Vol. 30 (11)(2008),p.1600-1605
Reinhard, On reliability estimation based on fuzzy lifetime data [J] Journal of Statistical Planning and Inference. vol.48 (5)(2008),p.1-6
Reliability Analysis of Roller Compacted Concrete Gravity Dams subjected to Earthquake [J] Chinese Journal of Rock Mechanics and Engineering, vol.3 (2008),p.564-571.

This option however should be balanced with higher capital costs of the equipment, due to material considerations.
Optimization of heat transfer area and configuration, effective arrangement of the soot blowing system and better material selection are the primary ways to improve system performance.
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