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Prediction and control the vibration of deep hole processing system Li yan-lana ,Shen xing-quanb School of Mechanical and Power Engineering,North University of China,Deep Hole Processing Engineering Technology Research center of Shanxi Province,Taiyuan 030051,China aLylww_123@163.com,bshenxingquan@nuc.edu.cn Keywords: deep hole processing, drill system, semi-active vibration control,neural network controller Abstract：Using wavelet packet achieve the reduction of the Multispan deep hole drill pipe system, effectively reduce many-degrees of freedom system.It gets a good control effect according to ER / MR damper characteristics and semi-active control theory, designs neural network controller according to intelligent control theory and proposes semi-active control algorithm that has been created the neural network of deep hole drill system.
[3] WANG E R，et al.Modeling the hysteretic characteristics of a magnetorheological fluid damper[J].Journal of Automobile Engineering,2003,217(D7):537-550
[4] CHEN H M,TSAI K H,QI G Z,er al.Neural network for structural control[J].J of Computing in Civil Engineering,ASCE,1995,9:168-176

Research on Horizontal Cracks in Web Plates of Rail Girder under High Frequency Impulsive Loads Dashan Donga, Xiao Meib and Long Liuc Logistics Engineering College, Shanghai Maritime University, Shanghai 201306, China adsdong@ shmtu.edu.cn, bxiaomei@shmtu.edu.cn, clongliu@shmtu.edu.cn Keywords: Bridge crane, Web plate, Horizontal crack, Crack growth.
Choudhury: Failure Analysis of Engineering Materials (McGraw-Hill Publications, New York 2002)
Timings: Fabrication and Welding Engineering (Newnes, Oxford 2008)
Maranian: Reducing Brittle and Fatigue Failures in Steel Structures (American Society of Civil Engineers, Reston 2010)

Introduction With the development of China civil water conservancy industry in recent years, with the increase of CFRD above 200 meters and super-tall building, a lot of problem about interaction between soil and structure increase.
Study on shear behavior of soil-structure interface[C].2009 International Conference on Engineering Computation, Hong Kong.
Journal of Soil Mechanics and Foundation Engineering, 1971, 97(12):1657-1672
Journal of Hydraulic Engineering, 1985, (4):44-50
Journal of Hydraulic Engineering, 2002, (2):71-75

The Wind Flow Characteristics Measuring Simulations of Soundproof Tunnels on Expressways Jang-Youl You1,a, Sun-Young Paek2,b, Doo-Kie Kim3,c and Ki-Pyo You4,d* 1Department of Architecture Engineering Songwon University, Gwangju, Korea 2Department of Architecture Engineering Chonbuk National University, Jeonju, Korea 3Department of Civil and Environmental Engineering, Kunsan National University, Kunsan, Korea 4Department of Architecture Engineering Chonbuk National University, Jeonju, Long-Span Steel Frame System Research Center Korea(Corresponding Author) ayou1877@songwon.ac.kr, bmsdona@jbnu.ac.kr, ckim2kie@kunsan.ac.kr, d,*youkp@jbnu.ac.kr Keywords: Wind flow, Soundproof Tunnel, Expressway, Measuring Simulation, CFD Abstract.

Effect of Plasticizing Admixtures on the Development of Hydration Temperatures and the Properties of Cement Pastes Martin Sedlmajer1,a*, Jiri Zach1,b and Jitka Hroudova1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveri 331/95, 602 00 Brno, Czech Republic asedlmajer.m@fce.vutbr.cz, bzach.j@fce.vutbr.cz, chroudova.j@fce.vutbr.cz Keywords: Cement, plasticizing agent, hydration temperature, cement paste, compressive strength, consistency.
Janovska-Renkas, The influence of the chemical structure of polycarboxylic superplasticizers on their effectiveness in cement pastes, Procedia Engineering, Vol. 108, 2015
Muhit, Dosage Limit Determination of Superplasticizing Admixture and Effect Evaluation on Properties of Concrete, International Journal of Scientific & Engineering Research, Vol. 4, 2013
Pitroda, Comparison and Optimization of Dosage of Different Super-Plasticizers for Self Compacted Concrete Using Marsh Cone, International Journal of Engineering and Innovative Technology, Vol. 2, 2013.

Study on the Small-strain Behaviors of Unsaturated Soils WANG Jinxing 1, a, LIANG Weimin1,b , and YU Yongqiang1,c 1 School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, P.R.
And the nonlinear small strain stiffness characteristics have been applied in some non-seismic geotechnical engineering analyses and designs [4].
Unsaturated soils are more general in geotechnical engineering.
Proceedings 10th European Conference on Soil Mechanics and Foundation Engineering, 3, (1991) 915-956

Analysis on Residual Capacity of Steel after High Temperature Xiuying Yang* School of Architecture and Civil Engineering, Liaocheng University, Liaocheng, China, 252000 keer2000@hotmail.com Keywords: Steel material, High temperature, Residual carrying capacity, Numerical analysis, Fitting formula Abstract.
Introduction In the field of construction engineering, steel material gets more attention for its lightweight, high strength, rapid construction, and other unique advantages, which make it be unmatched by any other kind of material.
Journal of Structural Engineering, Vol. 132 (5), pp. 726-732
Engineering Structures, Vol. 46, pp.471-492

Simulation and Dynamic Characteristics of Discharging Process of Storage Tank Used in Conventional Air-Conditioning Xiao-Yan LIa,b, Yan-Yan WU and Zhi-Fen CEN School of Energy and Civil Engineering, Harbin University of Commerce, Harbin, China e-mail: amylxy6168@sina.com, blxy6168@sina.com Keywords.
Therefore, it has profound and significant influence of engineering to develop and research higher than 0℃ in phase change temperature of cool storage tank which adapt to conventional central air-conditioning mode. latent heat thermal storage technique is proposed to use in conventional central air-conditioning[9,10],in which storage tank composed of containers filled with phase change material (PCM) and packed inside is added on condition that the PCM has been researched to fit to conventional air-conditioning working condition[5].
Ibrahim, “Thermal modeling of a packed bed thermal energy storage system during charging,” Applied Thermal Engineering, vol. 29, 2009, pp. 187–196
“Experimental Study of Contact Melting Inside Horizontal Rectangular Capsule,” Journal of Naval University of Engineering., vol. 14, 2002, pp. 1-4 [10] Xiaoyan Li., “Research on Cold-storage Characteristics of New High Temperature Phase-change Materials in Cold Storage Ball,” Energy Conservation Technology, vol. 22, 2004, pp. 9-11

Treatment Performance of Membrane Bioreactor for Organic Acid Fermentation Jong-Oh Kim 1, a , Jong-Tae Jung1,b and Won-Youl Choi 2,c 1 Department of Civil Engineering, Kangnung National University, Gangneung Daehangno 120, Gangneung, Gangwon-do, 210-702, Korea 2 Department of Metal and materials Engineering, Kangnung National University, Gangneung Daehangno 120, Gangneung, Gangwon-do, 210-702, Korea a jokim@kangnung.ac.kr, b jjt1344@hanmail.net, ccwl@kangnung.ac.kr Keywords: Membrane bioreactor, Organic acid fermentation, Coagulated fresh sludge, Ozone bubbling Abstract.
Kishimoto: Environmental Engineering Research (in Japanese), Vol.35 (1999), p. 265-272
[4] Miyata T., Master's thesis, Department of Environmental Engineering, Kyoto University (1989)

The Design and Case Study of Pervious Concrete Materials Chao Lung Hwang1, a, Chun Tsun Chen 1,b, Hsiu Lung Huang 2,c, Sheng Szu Peng 3,d, Le Anh Tuan Bui 1,e and Yuan Yi Yan 1,f 1 Department of Construction Engineering, National Taiwan University of Science and Technology, Taipei 10672, Taiwan, R.O.C 2 Department of Mechanical Engineering, Technology and Science Institute of Northern Taiwan, Taiwan, R.O.C 3 Department of Civil Engineering and Environmental Informatics, Minghsin University of Science and Technology, Hsin-Chu 30401, Taiwan, R.O.C acmrl@seed.net.tw, bD9505402@mail.ntust.edu.tw, cD9305605@mail.ntust.edu.tw, dconan@must.edu.tw, eblatuanlx@yahoo.com, fM9505405@mail.ntust.edu.tw Keywords: Pervious concrete material, Plant, Void ratio, Permeability.
Furthermore, a campus pavement case study proves the possibility of such pervious concrete for future engineering application.