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Seismic response analysis on RC Frame Strengthened with viscoelastic damper Jian ping He1,a , Ya Li wang1,a,Yong Liu2,b 1 Dept. of civil Engineering of Luoyang Institute of Science and Technology, luoyang,China,471023 2 Central China Real Estate Group Limited, Zhengzhou , China ,450002 a hejp1348@163.com, b young780824@163.com Keywords:viscoelastic damper ,Seismic response ,Strengthening Abstract.
Viscoelastic damper mechanical model Viscoelastic damper rely on the viscoelastic material shear hysteresis performance to increase structural damping,to reduce the effect of structural dynamic response.The structure of some non supporting member (such as support, shear wall, etc.) designed dissipation of energy bar or in certain parts of the structure (node or coupling place) instalment damper, in wind load or slight earthquake, the dissipation of energy bar or damper in just elastic state, structure has enough lateral stiffness to meet the normal use requirement ; Strong earthquake occurs, along with the increase of the structural stress and deformation, the dissipation of energy bar and damper take the lead in entering inelastic deformation state, generate large damping, a large number of consumption input structure of the seismic energy, so that the main structure avoid the obvious inelastic state and rapid attenuation of earthquake responses of structures, in order to protect
Journal of Building Structures. 2008,8.1-9 [2] HuMiaoJie .
Journal of Chongqing University(Natural Science Edition,2007,8.114-118 [4] Li Yingmin1,Liu Jianwei2,Zhou Ziqiang3.

According to the working environment of ADCP, we defined the fluid material physical properties as density, viscosity coefficient .
Acknowledgments The authors appreciated the support of NSFC (No. 51175484) and Science Foundation of Shandong province (No.
Ship Science and Technology, 19(5) (2007) 67-69
Jiang, Multidisciplinary Design Optimization and Simulation Validation for Shape Design of Torpedo, Journal of System Simulation, 20(7) (2008) 1915-1918
Hydrodynamic design of diversion covers for a tidal-stream hydro turbine, Journal of Harbin Engineering University, 28(7) (2007) 734-737

Relevant background information can be found in the relevant material [5-8].
Journal of Tongji University (Natural Science), 37(7): 964-968. (2009)
Journal of Hunan Institute of Engineering (Natural Science), 16(4): 4-7. (2006)

Combination GM(1,1) and stochastic poroelastic theory to prediction the land subsidence in Yunlin and Jiayi area, Taiwan Kuan-Wei Chen1,a Cheng-Haw Lee2,b Shih-Jung Wang 3,c Chien-Hung Tu4,d Jung-Wei Chen5*,e 1Department of Tourism Management, Chia Nan University of Pharmacy & Science, 60, Erh-Jen RD., Sec.1, Jen-Te, Tainan 71710, Taiwan 2Department of Resources Engineering, National Cheng Kung University, No.1, Dasyue Rd., East District, Tainan City 70101, Taiwan 3Georesources Research Center, National Cheng Kung University, Tainan, Taiwan, No.1, Dasyue Rd., East District, Tainan City 70101, Taiwan 4Department of Urban Planning, National Cheng Kung University, No.1, Dasyue Rd., East District, Tainan 70101, Taiwan 5*Institute of Hot Spring Industry, Chia Nan University of Pharmacy & Science, 60, Erh-Jen RD., Sec.1, Jen-Te, Tainan 71710, Taiwan ackw0814@mail.chna.edu.tw, bLeech@mail.ncku.edu.tw, csjwang1230@gmail.com, dhung6563@gmail.com, ecjw2623@mail.chna.edu.tw Keywords: land
The classical poroelastic model assumes that the material properties are homogeneous, isotropic, and known at every location.
Meanwhile, the achievements of this study will continue to be published in international journals.
Journal of Applied Physics 12, 155-164. (1941) [2] Deutsch, C.

Research on Failure Criterion of Lattice Jib Structural System Reliability Ge-Ning XU1,a, Shuai-Lei HE1,b , Rui-Gang YANG1,c 1College of Machinery Engineering, Taiyuan University of Science and Technology Taiyuan, 030024, P.R.China axugening@sina.com,babcuvw@126.com Keywords: Failure criterion, Lattice jib structure, System reliability.
Four-column limb lattice boom structure system failure criterion calculation principle The concrete parameters of 15t crawler crane from an enterprise: An elevating capacity of 15t, hook group weight 150kg, jib elevation Angle of 45o, range of rope and jib axis angle of 20o, hoisting rope angle of 10o, the deflection angle of items of 5o, lifting speed 20m/min, classification group A4, working wind pressure 150Pa, material 20MnGr5, the bottom of the jib section 8m, standard section 3m, top section 10m, standard section’s width and height both 2m and so on.
China Safety Science Journal, 2009, 19(10):95-100 [3]Ruigang Yang, Gening Xu, Factors Analysis of Failure Modes and Failure Criterion about Large Steel Structure System, J.
Journal of Engineering College of Guizhou, 1986, 10-28

Introduction Forklift is flowing material loading/unloading handling machinery which is widespread applied.
Acknowledgements It is a project supported by National Natural Science Foundation of China (51005211) and the science&technology project of Zhejiang Province (2008C01059-1) References [1] Zhi Lu: The Design of Forklift.
Mechanical Engineering Journal, 2002, 38(5), p. 145-148
[6] Hongzhi Gao, Xianbing Zhou, Xiaoxing Li, etc: CAD and Drawings Journal, 2008, 20(11), p. 1411-1416

Loss Characteristics Analysis and Optimization of an Off-axis Rotary Optical Fiber Communication System Xiaohua Wang1, 2, a, Qian Zhao1, b, Li Li3,c, Jie Ding2,d, Qiuxin zheng2,e, Liu Li2,f 1Dept. of Electronic Science and Technology, Shanghai University of Electric Power, Shanghai, 200090, China 2School of Optical-Electrical and Computer Engineering, University of Shanghai for Science and Technology, Shanghai, 200093, China 3Shandong Labor Vocational and Technical College, Ji’nan, 250000, China awxhsnow@163.com, bzhaoqian@shiep.edu.cn, c xiti12@163.com, d834275019@qq.com, e85480988@qq.com, f 475060686@qq.com Keywords: Optical Fiber Communication, Off-axis, Optical Fiber Collimator, loss, Thermally Expanded Core Fiber, Infrared Right Angle Prism.
The thermal expanding core (TEC) fiber is a kind of single-mode fiber doped GeO2 material.
[7] Zheng Qiuxin, Li Yi, Shen Yujian: Journal of Optoelectronics .Laser.
[10] Ding Jie, Li Yi, Wang Feng: Journal of Optoelectronics .Laser.

In ULS the effect of loads is increased by partial coefficient of reliability γF and the resistance of materials is reduced by partial coefficients of materials γM
The final documentation with prescribed classes of the materials was sent to the factory ZIPP Bratislava Ltd.
In spite of the fact that columns were fabricated with the same materials and the high attention for accuracy the differences in results are notable.
In Applied mechanics and materials, 2015, vol. 769, p. 294-301.
Journal of Composites for Construction ASCE march, April 2013.

Finally, the applications of phase-change materials (PCM) in thermal control systems of cube-sats are introduced.
Materials with high absorptivity and low emissivity are the best candidates in this regard [31].
Phase-Change Materials The employment of ‘phase-change materials,' often abbreviated as ‘PCM’ in the thermal control system of satellites, is one of the most flourishing areas of space technology.
O'Neill, "Phase Change Materials Handbook," NASA Contractor Report CR-61363 (September 1971)
Iranian Journal of Chemical Engineering. 6

Numerical Simulation of Regional Stress Field under Complex Geological Condition Tongxu Wang1,a, Wenhai Zheng1,2,b and Saijiang Liang1,c 1Shandong University of Science and Technology, 579 Qianwangang Road Economic & Technical Development Zone, Qingdao Shandong Province, China, 266510 2Institute of Mechanics, Chinese Academy of Sciences, No.15 Beisihuanxi Road, Beijing, China, 100190 awtx6383@163.com, bzwh1208@163.com, csdkdlsj@163.com Keywords: geostress field, numerical simulation, measured data, complex structure, surface fluctuation Abstract.
The size of small models is 200 m(length)×5 m(width)×42 m(height), which contain the rock seam from No. 4 to No. 11 shown in table 2 and define as Mohr-Coulomb material.
Acknowledgements This work was financially supported by National Nature Science Foundation of China(51004068).
References [1] Qihu Qian: Chinese Science & Technology Press. 2000 (In Chinese) [2] Yunfang Liu,etc: Hubei Science & Technology Press. 2000 (In Chinese) [3] Fengbo Yuan: Master's degree thesis of Chinese Academy of Sciences graduate school, 2003 (In Chinese) [4] Yanxin Zhang, Meifeng Cai: Journal of University of Science and Technology Beijing.
Vol.27(2005), p.520-523 (In Chinese) [5] Bin Ma: Master's degree thesis of Tianjin university, 2003 (In Chinese) [6] Yongsong Li, Jianmin Yin: Journal of Wuhan university(engineering science).