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Study and Application of High-speed Railway Real-time Dynamic Response Based on Running Simulation Yichang Cai1, a, Hao Pu1, b, Wei Li1,c, Jian Li1,d, Xi-an Long1,e, Haifeng Zhao1,f 1School of Civil Engineering, Central South University, Changsha 410075, China acaiyichang77@163.com, bdigiroad@163.com, cleewei@csu.edu.cn, dyyyxshwj@163.com, etumu060716@163.com,f zhaohaifeng2011@gmail.com Key words: high-speed railway; dynamics; running simulation; real-time dynamic response; comfort evaluation Abstract: In order that the vehicle-track dynamic simulation can reflect the actual operation better, the running simulation theory was introduced into the analysis process of the high-speed railway dynamic response.
Over the past twenty years, the dynamic interaction between vehicles and track structure has become a focus in railway engineering research [1-6].
The method can realize the fast calculation for large-scale complex nonlinear problems in engineering.
Journal of Railway Science and Engineering, 2011, 08(05):01-05

Study on Amphiphilic Macromolecules Adsorbent of Cellulose Mixes Ether Based on Cotton Stalk Hongying Hao1,2,a, Ziqiang Shao3,b 1Key Laboratory of High-efficient Mining and Safety of Metal Mines, Ministry of Education, University of Science and Technology Beijing,Beijing 100083,china 2school of civil and environmental engineering, University of science & Technology Beijing, Beijing 100083, china 3School of Materials Science and Engineering, Beijing institute of technology, Beijing 100081, china ahhy0822@sina.com, bshaoziqiang@263.net Key words: Cotton straw cellulose, Amphiphilic mixed etherr, Heat Resistance, Adsorbability.
Industrial and Engineering Chemistry Research, 2004,43(9):2247-2255
Nonferrous Metals Science and Engineering, 2012, 3(6):8-11 [3] Hitoshi K,Yasumichi S.

Joining of Stepped Shaft and Disc by Forming Kenji Hirota1, a *, Kazuhiko Kitamura2, b, Yoshihiko Ukai3, c and Keiichi Matsunaga4, d 1Dept. of Intelligent Mechanical Engineering, Fukuoka Institute of Technology, 3-30-1Wajiro-higashi, Higashi-ku, Fukupoka, Japan 2Dept. of Mechanical Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya,Japan 3Toyota Motor Co. ltd., 1Toyota-cho, Toyota, Japan 4 MEG Co. ltd., 20 Yokoyama, Fukama-cho, Anjo, Japan ak-hirota@fit.ac.jp, bkitamura.kazuhiko@nitech.ac.jp cy_ukai@mail.toyota.co.jp, dm-e-g-s@cure.ocn.ne.jp Keywords: Joining, Forming, Shaft Product, Joining Strength Abstract.
Archives of Civil and Mechanical Engineering 11-1 (2011), 135–148
Leidichb, Steel-aluminum knurled interference fits: joining process and load characteristics, Procedia Engineering. 81 (2014) 1982–1987.

Bond Strength between Old and New Concretes with Focus on the Strengthening of Reinforced Concrete Columns - Slant Shear Test versus Double Sleeve Test Piancastelli, E.M.1, a*, Magalhães, A.G.1, b, Silva, F.J.2, c, Rezende, M.A.P.2, d, Santos, W.J.1, e, Carrasco, E.V.M.2, f, Mantilla, J.N.R.3, g 1School of Engineering, Federal University of Minas Gerais, Belo Horizonte, Brazil 2School of Architecture, Federal University of Minas Gerais, Belo Horizonte, Brazil 3Faculty of Engineering and Architecture, University Fumec, Belo Horizonte, Brazil aelvio@dees.ufmg.br, baldom@ufmg.br, cfernando35000@yahoo.com.br, dmarco.penido.rezende@hotmail.com, ewhite.santos@demc.ufmg.br, fmantilla@dees.ufmg.br, gjudy.mantillanorka@fumec.br Keywords: Bond strength between old and new concretes, Column strengthening by jacketing.
Eyre, The engineering significance of results from the Slant Shear Test, 30a Reunião Anual do IBRACON, Rio de Janeiro - RJ, Brasil, (1988)
Advances in Civil Engineering Materials, doi: 10.1520 / ACEM20140034 (2015) 2165-3984

Experimental Investigation on Use of Shredded Thermocol to Formulate a Light Weight Concrete Mix for Concrete Filled GFRG Panels Nithya Nandan A1, a* and Renjith R 2,b 1PG Scholar, Structural Engineering, SBCE, Pattoor, Alappuzha, Kerala, India 2Assistant Professor, Department of Civil Engineering, SBCE,Pattoor, Alappuzha, Kerala, India anithya.anagha@gmail.com,brenjith037@gmail.com Keywords: Hollow panels, Phosphogypsum, Shredded thermocol, light weight, Low cost Abstract.
References [1] Use of Glass Fibre Reinforced Gypsum (GFRG) Panels in Buildings, Structural Design Manual, Structural Engineering Division IIT Madras [2] Geethu S,Renjith R ,Formulation of an Alternate Light Weight Concrete Mix for Concrete Filled Glass Fiber Reinforced Gypsum (GFRG) Panels,International Journal of Science and Resarch, Vol 4 , Issue7 (2015) [3] Devdas Menon, A Meher Prasad, Development of Building Systems using Glass Fibre Reinforced Gypsum (GFRG) Panels, The Masterbuilder, October 2013, 210-214 [4] IS: 456-2000,Plain and Reinforced Concrete- Code of Practice, Bureau of Indian Standards, New Delhi, 2000
Zollo,Comparing Lightweight Polystyrene Concrete Using Engineered or Waste Materials, ACI Materials Journal ,January-February 2012 [8] R.B Thakare, K G Hiraskar ,O P Bhatia, Utilisation of phosphogypsum In Cement Concrete for Strength And Economy, 26th Conference On OurWorld In Concrete & Structues: 27 - 28 August 2001, Singapore.

Nonlinear Ultrasonic Properties of Stress in 2024 Aluminum Hong-Juan YAN1,a, Feng-Bin LIU1,b, Qin-Xue PAN2,c 1 College of Mechanical and material Engineering, North China University of Technology, Beijing, China 2 School of School of Mechatronic Engineering, Beijing Institute of Technology, Beijing, China ayanhongj@sina.com, bliufb@ncut.edu.cn, c18724825@qq.com *Corresponding author Keywords: Nonlinear Ultrasonic, Tension Stress, Relative Nonlinear Coefficient.
Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, 2009, 19(2): 230-235
Properties of GH4169 Superalloy Characterized by Nonlinear Ultrasonic Waves[J], Advances in Materials Science and Engineering, 2015, 457384:1-9
Journal of Mechanical Engineering. 52(2016)22-29.

Durability Performance of Reinforced Concrete-Based Fly Ash Exposed to Combined Chloride-Sulfate Attack A.Ejbouh1,a,*, A.Ech-chebab1,b, S.Hassi1,2,c, M.Galai1,d, H.Benqlilou3,e, M.Ebn Touhami1,f 1Ibn Tofail University, Advanced Materials and Process Engineering Laboratory, Kenitra, Morocco 2Department of Civil Engineering, Fuzhou University, 2 Xue Yuan Road University Town, Fuzhou, Fujian 350108 P.
Harish, “Performance study of self-compacting concrete by fly ash and silica fume for sustainability in building construction,” in Key Engineering Materials, Trans Tech Publ, 2016, pp. 74–81
[14] C. van Nguyen, “Effect of Locally Sourced Fly Ash and GGBS on the Compressive Strength and Chloride Resistance of Concrete,” in Key Engineering Materials, Trans Tech Publ, 2022, pp. 123–131

Calculation of Combination Coefficient and Drag Coefficient for the Throwing Materials of Inertial Rotary Vibrating Screen Jing JIANG1, a *, Cui-zhu WANG 2, b, Shu-ying LIU1, c and Bang-chun WEN1, d 1School of Mechanical Engineering and Automation, Northeastern University Shenyang 110004, P.
China 2School of Resources and Civil Engineering, Northeastern University Shenyang 110004, P.
In chemical engineering department, the inertial rotary vibrating screen is applied for the screening of chemical raw materials and products and for the classification of chemical fertilizer and compound fertilizer.
Wang: Research on vibrating spin-drier of two-way and half-spiral, International Conference on Vacuum Metallurgy and Surface Engineering, Shenyang, 2009, pp.69-73.

Development of Composite Antifreeze to Ecological Slope Protection Substrate Huan Hua, Mingtao Zhou*b, Xudong Huc College of Civil Engineering & Architecture, Three Gorges University, Yichang, Hubei, China a923943063@qq.com, *bCorresponding Author:zmt@ctgu.edu.cn, c83514768@qq.com Keywords: Ecological slope protection substrate; Mass loss rate; Relative dynamic elastic modulus Abstract.
Introduction With the implementing of western strategy, the development and construction of energy and transport has brought devastating damage to the extremely vulnerable original ecological environment in the alpine region, and vegetation restoration needs to be done on numerous bare rock slope which caused by engineering disturbance.
Environmental Engineering, 2010,28(S1):428-433
Environmental Engineering, 2010,28(S1):428-433

Flexural Toughness of Concrete with High Performance Polymers Chee Seong Chin 1, a and Robert Yong Xiao 2, b 1Department of Civil Engineering, Xi’an Jiaotong-Liverpool University, 111 Ren'ai Road, Dushu Lake Higher Education Town, Suzhou Industrial Park, Jiangsu Province, 215123, China 2Department of Urban Engineering, Faculty of Engineering, Science and the Built Environment, London South Bank University, 103 Borough Road, London SE1 0AA, United Kingdom aChee.Chin@xjtlu.edu.cn, bxiaor2@lsbu.ac.uk Keywords: Fiber reinforced concrete (FRC); Flexural toughness; Flexural strength; High performance polymer (HPP); Polypropylene; ASTMC 1609 Abstract.
Chin, Flat Slabs at Slab-Column Connection: Nonlinear Finite Element Modelling and Punching Shear Capacity Design Criterion, Journal of Advance in Structural Engineering (ASE). 10 (2007) 567-579.