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It is in the allowable stress range of the material.
Acknowledgements This project supported by the National Natural Science Foundation of China (No. 11032005, 10572054), The Ministry of Education Science and Technology Key Project of China (106156).
Journal of Structural Engineering，ASCE， 123-12(1997)，p.1622 [3] Jianwu Pan，Calculation Analysis and Treatment Measures of the Strengthening of One Steel Silo [J].

Application of damper in the seismic engineering Tengfei Zhong1,a,Yu Bai1,b,Yajuan Sun1,c 1Institute of Earthquake Engineering, Kunming University of Science and Technology, Kunming 650500,China aflypanzer@vip.qq.com,bbaiyu_kust@yahoo.com.cn,csunyajuan163@163.com Keywords: energy dissipation, Non-linear time history analysis, damper Abstract: The article describes the theory and application of energy dissipation technology.
Consistent with PKPM model because the The SAP2000 model lacks the secondary beam to ensure SAP2000 model define the density of the material is set to 0 by floor quality accounting for surface loads are distributed on the floor , so that you can ensure the consistency of the model, and can greatly increase the efficiency of the software analysis .
(Journal of Anhui Institute of Architecture & Industry (Natural Science)China 2010)

So, we consider the following energy equation (1) where c(T ) is the volumetric specific heat of the casting material, λ(T ) is the thermal conductivity, L is the volumetric latent heat, T = T (x, t), fS = fS (x, t ) denote the temperature and the local volumetric fraction of solid state, x, t are the geometrical co-ordinates and time.
[2] Majchrzak E., Mochnacki B., Suchy J.S. (2008), Identification of substitute thermal capacity of solidifying alloy, Journal of Theoretical and Applied Mechanics, 46, 2, 257-268
Of Sciences, Foundry Commision, 2009, 271-286
Siedlecki J., Wojciechowska W. (2007) , Numerical simulation of solidification process using the Scheil model, Scientific Research of the Institute of Mathematics and Computer Science. 1 (6), 253-260

There are different material constants 1 1 2 2 ( , ; , ) ρ µ ρ µ of two different media. 1ρ and 1µ, 2ρ and 2µ are mass density and shear modulus of media and illusion respectively.
In Fig. 5, the value of DSCF decreases with the inAcknowledgements This Work was Supported by Chinese National Natural Science Foundation(10972064), the Foundation of China Seismological Bureau Earthquake Engineering and Engineering Vibration Key Laboratory（2009A06）and the Foundation of Heilongjiang Fiber Optic Sensors Science and Technology Key Laboratory (Harbin Engineering University)(2008GX05).
Journal of Harbin Engineering University. 2002, 23(6):43-47

Mechanical analysis: solutions to instantaneous acceleration and cushioning time of accelerometer’s collision Zhong-Wei Zhang1,a, Xiu-Xiang Chu1 and Yong-Zhou Ni1 1Physics department, School of Sciences, Zhejiang A&F University, Lin’an 311300, Hangzhou, Zhejiang Province, China.
By using the two final expressions and the experimental method mentioned above in this paper, we could inspect accelerometer’s sensitivity to instantaneous acceleration and cushioning time, without necessity to use material object to test the collision’s degree.
Moreover, the authors acknowledge partial financial support from Zhejiang Provincial Natural Science Foundation of China under Grant No.Y1090073.
References [1] Gao Z and Zhang D: Sensors and Actuators A: Physical Vol.163(1) (2010) , P.418-27 [2] Sinha J: J.SOUND.VIB.286 (2005), P.417-27 [3] Link A, Von Martens H J: Measurement 35(2) (2004), P.191-99 [4] Robert W M, Erin M S, Stamatis A and Yoojin S: Archives of Physical Medicine and Rehabilitation 90(10) (2009), P.1778-84 [5] Patricia V and Joris D: International Journal of Impact Engineering, 30(3) (2004), P. 239-53 [6] C.

Material Parameters and The Applied Load.
Sichuan Building Science. 2007(6):38-40 [4] Lili Xiong, Qun Xie, Shaoqin Zhang.
Journal of Nanchang Aviation University (Natural Science). 2007(3):41-46 [5] GB 50010-2010: Design Code for Concrete Structures (China Architecture and Building Press, China 2010)(in Chinese)

Material and Method For the present study, Adansonia digitata AnD was collected from the Mandav district Dhar (M.P.).
For the measurement of surface tension, we used a stalogometer and for the calculation of viscous relaxation time and the Gibbs’ free energy, we used the data published in [5] of our earlier communication at international science congress.
Urban, Thermodynamic scaling and the characteristic relaxation time at the phase transition of liquid crystal, Journal of Chemical Physics 128 (2008) 1-9
Mishra, Thermodynamic, acoustical, volumetric and viscometric study of Borassus flabellifier at 313.15 K, Ultra Scientist of Physical Sciences 21 (2009) 499-504.

With the introduction of the rapid development of modern computer and geographic information systems (GIS) for data extraction , storage, processing and computing, a flexible and convenient means is provided to make the distributed model (Distributed Model) development possible and become the focus and direction of the current international hydrological science.
Material and Method Model calculation principle Efficient rain In Northwest China, when the effective watershed rainfall intensity exceeds soil infiltration capacity, runoff is produced, affected by the actual rainfall intensity rainfall and evapotranspiration on the watershed, plant interception, fill depression, such as rainfall and soil infiltration loss.
Journal of Environmental Quality 43, no. 1 (2014): 55-66
Hydrology & Earth System Sciences 15, no. 3 (2011).

Physical Simulation on Forging method with Horizontal V - Shaped Anvil Yongjun Zhang1, a, Zhubai Liu2,b and Jingtao Han1,c 1 Material Science and Engineering School, University of Science and Technology Beijing, Beijing 10083, Beijing , P.
Chinese Journal of Mechanical Engineering, Vol. 30(1994) ,p.107 [5] Liu Z B, Ni L Y, Liu G H.

Research on the Prediction and Calculation Method of Settlement of Red Clay Foundation Yuanzhong Zhou1, a, Xinrong Liu2, b and Yu Yu 2, c 1 College of Material and Construction Engineering, Guizhou Normal University, Guiyang 550001, China; 2 College of Civil Engineering, Chongqing University, Chongqing 400045, China.
Acknowledgements *Project supported by the National Nature Science Foundation of China (Grant No. 50334060); the Joint Scientific Research Project of Science and Technology Department Foundation of Guizhou Province (Grant No.
References [1] Gerhart, B, and Milkoich, G.T., Organizational differences in managerial compensation and fine performance, Academy of Management Journal, Vol. 33:663-691, 1990