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Experimental Materials.
References [1] Fang Guo, Jun Li: Mining science and technology (China) Vol. 21(2011), p. 135
Abdollahi: International Journal of Mineral Processing Vol. 100 (2011), p. 157
[11] Jing Shen, Wei Deng, Yuanyuan Yu, Guojie Gu: Journal of Wuhan Institute of Technology(In Chinese) Vol. 29, No. 4(2007), p. 38

As a brittle material, concrete forms first at its maximum tension strain position under a variety of work loads, with cracks normally vertical to the main tension strain direction and first forming at the maximum load effect position.
Figure 6 Vertical shoreline unfavorable load operating mode Numerical simulation of high-piled wharf cantilever slab reinforcement High-piled wharf structural member reinforcement methods include replacement with new components, increasing of cross-section, fibrous material pasting reinforcement, pre-stressed reinforcement and increasing of support reinforcement.
Journal of Zhejiang University 2002, 36 (4):372-380 [2] NEVILLE A.
Journal of Hohai University (Natural Science Edition) 2003.31 (1):50-54 [5] Xu Youlin, Gu Xianglin: Concrete Structural Engineering Crack Judgment and Processing.

Acknowledgements This work was financially supported by Key Project of Higher Education of Hebei Province (ZH2012049), Applied Basic Research Programs of Hebei Province (14964308D) and Sub-project under Science and Technology Support Program of Hebei Province (13226604D-4).
Wei: Journal of Engineering Thermophysics (in Chinese), Vol. 16 (1995), P. 503-506
Dong, et al.: Journal of Engineering for Thermal Energy and Power (in Chinese), Vol. 19 (2004), P. 274-277, +325
Liu, et al.: Advanced Materials Research, Vol. 455-456 (2012), P. 327-333.

The property parameters of the material were showed in table 1.
Tab. 1 Property parameter of the material 　 elevation E ν φ c γ concrete 2.8e7 0.18 25 engineering sand 5~0 15000 0.29 32 0 19 mucky clay 0~-15 3600 0.3 19 25 19 silty clay -15~-22 4500 0.3 22 20 19.1 fine sand -22~ 13000 0.29 31 0 19.1 Four renovation schemes were simulated in this paper: (1) to directly excavate “excavation 1” and “excavation 2” showed in Figure.1 without renovation, increasing the post surcharge to 60 kpa from 35 kpa. (2) to establish a low-piled station at surcharge area and excavate “excavation 1” and “excavation 2” showed in Figure.1, increasing the post surcharge to 60 kpa from 35 kpa. (3) to construct sheet pile walls at anterior station and pile the top of walls to the soil, then excavate “excavation 1” showed in Figure.1, increasing the post surcharge to 60 kpa from 35 kpa. (4) to construct sheet pile walls at anterior station, pile the top of walls to the soil, and establish a low-piled station at surcharge area, then excavate “excavation 1” showed
Journal of Waterway and Harbour, 2005,(04): 241-243.
Journal of Waterway and Harbour, 2006,(03): 180-184.
Study on hydro science, 1993,(03): 257-266.

Inverse Kinematics and Control of a 7-DOF Redundant Manipulator Based on the Closed-Loop Algorithm, International Journal of Advanced Robotic Systems, Vol. 7, No. 4, ISSN 1729-8806, 2010, pp. 1-9
Manseur, D.Keith, A fast algorithm for reverse kinematics analysis of robot manipulator, International Journal of Robotics Research, 7 (3), 1998, pp. 622-648
[7] Ch.Welman, Inverse kinematics and geometric constraints, thesis Master of Science, Simon Fraser University, Canada, 1989
[11] Olaru, A, Olaru, S. and Mihai, N., Proper Assisted Research Method Solving of the RobotsInverse Kinematics Problem, Applied Mechanics and Materials, vol.555, 2014, 135-147

Materials and methods The experiments were performed within the Advanced Mechatronic Systems Laboratory, on a sample of 12 subjects, 4 females and 8 males, aged between 21 and 37 years.
Wai, et.al., Causal assessment of occupational carrying and low back pain: results of a systematic review, The Spine Journal (2010), vol.10, issue 7, 628-638 [2] D.B.
Moistsrapishvili, Equilibrium and Stability of the Upright Human Body, The General Science Journal (2013) Tbilisi, Georgia [6] Information on http://www.pt.ntu.edu.tw/hmchai/BM03/BMClinic/Stance.htm [7] Information on http://www3.imperial.ac.uk/pls/portallive/docs/1/15879696.PDF

Alloys Ni3Mn are ferromagnetic materials having a crystal structure L12 (Fig. 2) which by Lyakishev [4] is formed as a result of the phase order-disorder transition.
Acknowledgments The authors gratefully acknowledge the financial support from Tomsk State University Competitiveness Improvement Program and the Project of the Russian Ministry of Education and Science.
Ono, Magnetic properties in Ni–20 at.% Mn mechanical alloy, Journal of Alloys and Compounds. 398 (2005) 152-155
Tailashev, Pecularities of structural phase states in three-component Ni3(Mn,Ti) alloys, Russian Physics Journal. 1 (2010) 65-69

Vulnerability and Reliability Analysis of Existing Reinforced Concrete Buildings: Case Study Kernou Nassim1,a*, Bennacer Lyacine2,b and Benyamina Abdelrahmane3,c 1Department of Civil Engineering, Faculty of Technology, Bejaia University, 06000, Laboratory of construction engineering and architecture, Algeria 2Université d’Adrar Route No. 6, 01000, Adrar, Algeria 3Department of Civil Engineering, Faculty of Applied Sciences, Ibn Khaldoun University, BP 78 Zaaroura, P.B. 14000, Tiaret, Algeria a*kernou.nassimgc@gmail.com, bblyacine@yahoo.fr, cbeny104@gmail.com Keywords: finite element method, surface response, reliability, reliability mechanical coupling, vulnerability.
The data of structures (loads, material properties, geometry) have uncertainties.
The capacity curve for the structure which has been obtained indicates the response of the structure in terms of the storey drift or the displacement in relation to the properties material and presence of shear walls.
[4] Kernou Nassim, Bouafia Youcef et Belakhdar Khalil.: «Adaptive response surface by kriging using pilot points for structural reliability analysis» IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684, p-ISSN: 2320-334X, Volume 9, Issue 5 (Nov.
http://www.casopis-gradjevinar.hr/assets/Uploads/JCE-67-2015-11-1-1295-EN.pdf [6] Kernou Nassim, Kaci Abdelhakim: « Experimentation and stochastic modelling for reliability evaluation of an existing bridge» American Journal of Engineering Research (AJER) e-ISSN: 2320-0847 p-ISSN: 2320-0936 Volume-6, Issue-1 (2017), pp-291-302 www.ajer.org.

Viscous dampers The application of the fluid viscous damper in civil engineering, particularly in seismic and wind protection, has become increasingly popular along with the development of science and technology.
The silicon fluid flows throw the orifice because of the pressure difference, thus the energy imported by environment is consumed,The energy produced by the structural vibration converted into heat through the viscous damping materials and the structural responses was reduced.
Journal of Structural Engineering,1989 (12) :3000-3016
Analytical Model of Viscoelastic Fluid Dampers[J ].Journal of Structural Engineering , 1993 ,119 (11) :3310-3325

Materials and Method Fuel preparation The fuels and additives used in the analysis are diesel, aphanizomenon flos (AF) biodiesel, and titanium dioxide (TiO2) nano-particles.
HAYATI Journal of Biosciences 24 (2017) 163-167
Dinesh, A review on different parameters affecting the vehicle emission gases of different fuel mode operations, Research Journal of Science and Engineering Systems, 4 (Issue 4), (2018)146–157.