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Material Modeling.The analysis model has components consisting of stressed steel bar modeled by HRB400 and concrete modeled by C40 and C45.
Acknowledgements This work was financially supported by the National Key Technology R&D Program of China during the 12th Five-Year Plan Period (No. 2012BAJ13B01), the Ministry of Housing and Urban-Rural Development R&D Program (No. 2011-K2-3), the Science and Technology Foundation of Southeast University (No. 9205000034), the Priority Academic Program Development of Jiangsu Higher Education Institutions (No.
[4] Andre Tenchini , Mario D'Aniello and Carlos Rebelo: Journal of Constructional Steel Research .Vol.101 (2014)

At the same time, the “soft lack of electricity” phenomenon due to raw material price fluctuation also could be overcome.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (71401055).
Allocation of Transmission and Distribution Costs for Direct Trading Between Generation Companies and Large Consumers[J].Journal of North China Electric Power University, 2012,39(6):54-59 [5] XU Weiting, LIU Junyong, LIU Youbo, et al.

Figure 1 Asymmetric single tower Figure 2 Asymmetric single tower cable-stayed cable-stayed bridge elevation bridge space finite element model 2.2 Calculated Parameters Material properties Using C50 concrete adopts main girder, C55 concrete adopts main tower.
Journal of tongji university (natural science edition), 2003, 11:1270-1274

Acknowledgements This work was financially supported by the National Natural Science Foundation of China (61171058 and 61271402), Scientific Research Foundation of Hebei United University (z201011).
Multichannel wavelet correlators by the use of associative storage in a photorefractive material [J].
Chinese Journal of Lasers, 2002, 29(4):359-362

Fig.5 Specimens for interface properties 150 100 20 20 80 80 300 150 150 interface 75 (b) Z Shear specimen interface (a) Splitting specimen Fig.6 Typical CFRP strengthening scheme (in mm) CFRP U-strips 100×550 2200 100 100 50 600 P/2 P/2 50 50 Weak interface Debonding end Anchorage end Test Results Material properties.
Acknowledgements This work was financially supported by the National Science Foundation of China (51108400) and Research Foundation for Young and Middle-aged Scientists of Shandong Province (BS2010SF027).
China Civil Engineering Journal, 2010, 43(6); 34-41.

The value of the root for a particular material for a given Bingham number can be obtained for various values of r∗ and θ using any numerical iterative technique.
Kandasamy, Department of Mathematics and Computational Science, NIT, Surathkal and Prof.
[4] R L Verma, Effect of velocity-slip in externally pressurized porous thrust-bearing, International Journal of Non linear Mechanics, 16 (1981) 65-69

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References [1] Jian Lv, Guanghui Yin, Jinhua Zhao:Analysis on Economic Limit Production through Integrated Benefits, Science Technology and Industrial.Vol.12 (5) (2012), p. 84 [2] Liangliang Zhai, Liantang Wang, Tan, Junjie Wang: The Oilfield Production Forecasting Model Based on Levenberg-Marquardt Algorithm, Petroleum Geology and Engineering.Vol. 24 (3) (2010), p. 53 [3] Lili Zhu: Application of Grey Theory in Oilfield Production Forecasting of Low-permeability, Inner Mongulia Petrochemical Industry.

Numerical simulation for dynamic response of EPS geofoam seismic buffers Yimin Wang1, a, Huan Li1,b and Hui Zhang1,c 1State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou Guangdong 510640, China actymwang@scut.edu.cn, blihuan9987@163.com, cyidol@163.com Keywords: FLAC, Retaining wall, EPS geofoam buffer, Seismic, Numerical simulation.
The numerical model is simplified into a plane strain problem and carried out with the Fast Lagrangian Analysis for Continuum method (FLAC), while the constitutive relation of EPS geofoam seismic buffers and backfill soil is simulated by linear-elastic material model and Mohr-Coulomb model.
China Civil Engineering Journal, 2008, 41(10): 73-80

Acknowledgements This work is supported by grant “Education, Science and Culture” Cooperation [2011] No.403 and [2012] No.123 from Department of Education of Jilin Province.
Annual Report on the Environment, the Sound Material-Cycle Society and the Biodiversity in Japan 2012.2012:17-32 [4]Overseas Research Department,JETRO. 2012 JETRO Global Trade and Investment Report.2012:4-27 [5]Ugelow, J.
Taylor (2004), Journal of Economic Literature, 42(1), 7-73

  ,    (9,10) Q: The amount of water treated by the water purification construction in a day, m³/d;v: Water flow rate through the filter material, m/h, taking 4~6m/h; T: We take 24h; D: Filter diameter.
Science and Technology Innovation Herald,2010,25:105 [2] Copelli S, Torretta V, Raboni M, et al.: Improving Biotreatment Efficiency of Hot Waste Air Streams: Experimental Upgrade of a Full Plant[J].
Qingdao Technological University Journal,2009,03:118: 121.