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Shape memory structural dampers:material properties.design and seismic testing.
Shape memory alloys as new materials for aseismic isolation[J ] .
Shape memory structural dampers : Material properties , design and seismic testing[R] .
Journal of Zhejiang University (Engineering Science).2004,38(6):725-730 [19] Wei Guo, Yinghong Shen, Earthquake response analysis of nonlinear impacts for simply supported viaduct.
Journal of Bridge Engineering, 2000, 15 (1):67-74

Theoretical basis and assumptions Engineering design innovation behavior refers to a series of integrated innovation process that the engineering design personnel produce to adopt new technologies, new processes, new equipment or ideas of the new materials in the process of design, and to translate ideas into concrete engineering design project tasks.
(In Chinese) [2] Van Dyne L, Jehn K A, Cummings A: Journal of Organizational Behavior Vol.23 (2002), p, 57-74
[3] Siu O: International Journal of Psychology Vol. 38 (2003), p, 337-347
(In Chinese) [7] Xinmei Liu, Li Shen, Xiao Han: Journal of Xi'an Jiaotong University (Social Science Edition) Vol. 33(2013), p,36-39.
(In Chinese) [9] Duanxu Wang, Yan Hong: Journal of zhejiang university (humanities and social sciences) Vol. 41(2011), p, 78-83.

Nowadays, the main raw material for methanol production is natural gas.
The Canadian Journal of Chemical Engineering. 74, 651-659
Chemical Engineering Journal. 115, 113-120
Journal of Catalysis. 161, 1-10
Journal of Catalysis. 74, 343-360

Materials and Methods Retrieved on published after 2000 on CH4 emission from paddy field in south Jiangsu by using literature database.
Xu: Journal of Agro-Environment Science (In Chinese) Vol. 27 (2008), p. 535 [5] X.L.
Jiao: Journal of Zhejiang University (In Chinese) Vol. 32 (2006), p. 546 [7] G.B.
Wang: Journal of Agro-Environment Science (In Chinese) Vol. 29 (2010), p. 1403 [10] Y.F.
Cao: Journal of Anhui Agricultural Sciences (In Chinese) Vol. 30 (2002), p. 872

Ho: Journal of Fluids and Structures, Vol. 22 (2006), p. 401-411
Gursul: Journal of Fluids and Structures, Vol. 24 (2008), p. 183-189
Zhang: Advanced Materials Research, Vols. 201-203 (2011), p. 1209-1212
Wiener: American Journal of Mathematics, Vol. 60, No. 4 (1938), p. 897-936
Karniadakis: Journal of Scientific Computing, Vol. 24, No. 2 (2002), p. 619-644

Experimental Materials.
The commercial material of Fuel Cells Etc.
Review of advanced materials for proton exchange membrane fuel cells.
ACS Applied Materials & Interfaces, 14(4), 5287-5297
Journal of Power Sources, 273, 62-69

Rogers 1999 Experimental investigation of E/M impedance health monitoring for spot welded structural joints Journal of Intelligent Material Systems and Structures 10 802–812 [3] G.
Rogers 1998 Qualitative impedance-based health monitoring of civil infrastructures Smart Materials and Structures 7 599–605 [5] G.
Fritzen 2007 Monitoring of growing fatigue damage using the E/M impedance method Key Engineering Materials 347 153–158 [8] S.
Journal of Intelligent Material Systems and Structures 11 206-214
Chen. 2007 An electromechanical impedance approach for quantitative damage detection in Timoshenko beams with piezoelectric patches Smart Materials and Structures 16 1390–1400.

Figure 1 Combination of rib cage Figure 2 Combination trailer coupling Reinforced self-important, the tensile strength per unit mass than GFRP bars, the unit cost is higher than the strength of GFRP bars, and thus, promote the use of GFRP bars can reduce costs, save energy, for promoting the use of new materials, new technologies and new process has exemplary.
References [1] Xueyi Yu: submitted to Journal of Construction Technology. 2011, 40(S1): 218-220
[4] Weichen Xue: submitted to Journal of Glass Reinforced Plastics / Composites. 2003, 5: 10-13
[5] Hui Peng: submitted to Journal of China Municipal Engineering. 2008, 4:60-62
[6] Yiheng Ge, Kejiong Ye and Lisheng Chen: submitted to Journal of Shanghai Construction Science & Technology. 2010, 2: 50-52.

Materials Review, 2007,(21):11-13(in Chinese)
Materials Research Bulletin,2009,44(4):937-942
Journal of Alloys and Compounds, 2010,508(2):620-624
Journal of Alloys and Compounds, 2010,499:255-258
Materials Research Bulletin ,2009,44:937–942

The material mechanical properties of steel are shown in Table 2.
Material mechanical properties of steel Models Mondulus of elasticity Ey [GPa] Yield strength fy [MPa] Ultimate Strength fu[MPa] As15.2 196.4 1845 1942 As12.7 195.6 1839 1936 B14 201.5 408 572 B18 204.5 411 587 I14 206.1 245 406 Finite Element Analysis Model of ANSYS Finite element analysis of steel reinforced concrete structure and the other solid materials are same in the principles and methods.
Because of steel reinforced concrete structure is composed of three different materials of steel reinforced, rebar and concrete, and the material constitutive relation is very particularity and complexity, the separate model was adopted in this text.
Fig.3 Cross-sectional unit Fig.4 Constraint handling Fig.5 Reinforced unit Compared to ordinary concrete materials, mechanical properties of the ultra-high strength concrete is very special, and brittle failure is extremely obvious.
Acknowledgements The authors would like to acknowledge the financially supported from project of National Natural Science Foundation of China "Research on Seismic Performance and Ductility-based Seismic Design of Steel Reinforced Ultra-high Strength Concrete Frames" (Grant No. 51078059).