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Online since: November 2012
Authors: Chi Yun Zhao, Hua Li, Li Yun Li
Numerical Analysis on Steel Reinforced Concrete Beam-Concrete Filled Steel Tubular Column under Cyclic Loading Chiyun Zhao1, a, Hua Li2, b and Liyun Li2, c 1 Beijing University of Civil Engineering and Architecture, Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing, China, 100044 2 China University of Mining and Technology, Beijing, China, 100083 azhaocy@bucea.edu.cn, blihua18429@163.com, clyli@126.com Keywords: composite joint, low-cyclic reversed loading, hysteretic curve, numerical analysis Abstract.
E.: Analysis of Composite Beam-Columns under Lateral Cyclic Loading, Journal of Structural Engineering, ASCE (2001) Vol. 127(2), p.186-193
–Japan Research on The Seismic Design of Composite Reinforced Concrete and Steel Moment Frame, Journal of Structural Engineering, ASCE (2004) Vol.130(2), p361-367
[8] William, K.J. and Warnke, E.D.: Constitutive Model for The Triaxial Behaviour of Concrete, Proceedings of the International Association for Bridge and Structural Engineering, Italy, (1975) p.174-175.
Online since: October 2010
Authors: Zhen Qing Wang, Yong Jun Wang, Hong Qing Lv, Yu Long Wang
Experiment study on the Mechanical Properties of shape memory alloy Yongjun Wang a, Zhenqing Wang b , Hongqing Lv c and Yulong Wang d College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China awangyongjun@hrbeu.edu.cn, bwangzhenqing@hrbeu.edu.cn, clvhq@hrbeu.edu.cn, dwangyulong@hrbeu.edu.cn Keywords: shape memory alloy; shape memory effect; super elasticity; Abstract: In order to investigate the performance of shape memory alloy wire, two types of alloy wire were studied.
Earthquake Engineering and Engineering Vibration, Vol.19(1999),p. 104 [2] Zhou B, Liu Y J, Leng J S, et al.
Mechanical Properties of Shape Memory Alloy and its Application in Engineering Industrial Construction.28 (3):p.31 [5] Zhu Y G.
Materials Science and Engineering, A203:187-196.
Online since: December 2012
Authors: Li Li, Xiao Fang Bi, Hong Li, Zhen Li, Tao Jiang
Analysis of strength of energy storage flywheel rotating at a high speed Li Zhen1, 2, 3, a, Jiang Tao4, b, Bi Xiaofang3, c ,Li Hong*5, d and Li Li1, e 1College of Materials Science and Chemical Engineering, Harbin Engineering University, Harbin 150001, China 2The State key Laboratory of PV Material and Technology, YINGLI GROUP CO., LTD, Beijing 10010, China 3Materials Science & Engineering School, Beijing University of Aeronautics & Astronautics, Beijing 100191, China 4Qifeng Energy-Storage Technology Co., Ltd.
Beijing 10010, China 5College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China alz_heu@hrbeu.edu.cn, bln5200@163.com, cbixf@buaa.edu.cn, dleeh2005@sohu.com, elili_heu@hrbeu.edu.cn Keywords: Flywheel energy storage; Composite material; Rotational speed; Stress Abstract.
Introduction The flywheel energy storages are being intensively studied in mechanical engineering recently.
Online since: November 2013
Authors: Yan Nian Cai, Bing Nan Liang, Hong Liang Yu, Yu Chao Song
Introduction Since the 1980s, the fluid-structure interaction in various engineering areas has attracted broad academic attentions.
Theoretical and experimental results of the first 3 operational conditions indicate that they are consistent with each other, and that the results of the numerical model tally with that of the simplified model in engineering, errors are under 10%.
And no regularity is achieved, more attention should be paid to this issue in the engineering process.
Fluid-structure interaction analysis of 3-D rectangular tanks by a variationally coupled BEM-FEM and comparison with test results[J].Earthquake Engineering & Structural Dynamics,1998, 27(02):109-124
China Civil Engineering Journal.
Online since: December 2014
Authors: Hai Ying Hu, Zhi Xing Huang, Xiao Wen Zhou
A Discussion of the Stability of Foundation Pit or Slope with Soft Interlayer or with Back Berm Haiying Hu 1 a * Xiaowen Zhou 1, b Zhixing Huang 1 c 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641; a 282392530@qq.com, b 312310218@qq.com, c 780217380@qq.com Keywords: Soft soil foundation, Stability, Soft interlayer, Bearing capacity.
Calculation of Limiting Filling Height of Embankment with back berm [7] According to the formula of ultimate bearing capacity of soft foundation in section 2, for the embankment,, is unit weight of embankment filling, is limiting filling height, if, can be obtained as follows: (1) To facilitate engineering applications, the literature[7] uses the theoretical formula to calculate the value (in Figure 4) corresponding to different slope ratio (1: k) in embankment engineering, as shown in Table 1.
Chinese Journal of Rock Mechanics and Engineering, 2012 31(11): 2334-2343.
In:Proceedings of Guangdong Province symposium on geotechnical engineering and foundation engineering[C]. 1993.
Online since: September 2013
Authors: Shi Fang Tang, Chun Ma, Jiang Nan Wang
Introduction Many water conservancy and civil engineering, such as piled wharf and pier wharf all are compose of different piles according to certain layouts.
Numerical models and physical models are the most commonly used simulation methods in engineering application at present.
Fig3 The calibration curve of the velocity 3 Determination of the roughness In tidal current numerical simulation of the engineering scheme, the pile wharf is simplified for gravity wharf and pier wall is simplified as fixed surrounding.
So when there exist piled wharf in the engineering scheme, considering pile influence is very necessary for the local flow field of dock front.
[2] TANG SF: China Harbor Engineering, No.3(2002), p14–16
Online since: November 2015
Authors: S. Venukumar, Perumalla Janaki Ramulu, Sirish Battacharya, Peddabavi Saikiran Reddy, P. Thirupathi, B. Krishna Reddy
Krishna Reddy1, Sirish Battacharya4 1Department of Mechanical Engineering, Vardhaman College of Engineering, Hyderbad-501218 2#,Department of Mechanical Engineering, TKR College of Engineering & Technology, Hyderabad-500097, India. 4 Engineers, Trinity Research Group, Hyderabad thirupathi0987@gmail.com1 , psaireddy23@gmail.com1 , krishna.basupalli@gmail.com1 , perumalla@tkrcet.ac.in2# Keywords: Magneto rheological fluids, Non-Newtonian fluids, viscous fluids, damping effect.
Such as, landing gear, helicopter lag dampers, vibration isolation systems, vehicle seat suspension systems, civil structures, military equipment’s, prosthetic limbs.
Kecik, Magnetorheological damping and semi-active control of an auto parametric vibration absorber, Nonlinear dynamics and control of composites for smart engineering design, Mec. 49 (2014), 1887–1900.
Online since: April 2010
Authors: Guang Ping Zou, Ying Jie Qiao, Zhong Liang Chang
Dynamic Mechanical Properties of CNTs/MoSi2 Composite Material Zou Guangping1, a, Chang Zhongliang1 and Qiao Yingjie2 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2 College of Materials Science and Chemical Engineering, Harbin Engineering University, Harbin 150001, China a zouguangping@hrbeu.edu.cn Keywords: Carbon nanotubes; MoSi2; SHPB; Dynamic mechanical properties Abstract.
But just study the static mechanical properties, so in this paper, based on some special engineering application background, the dynamic mechanical properties of CNTs/MoSi2 composite material is tested, and the CNTs/MoSi2 composite material is manufactured by hot-pressed sintered method as the method of reference[4] , and then study the material response under dynamic load, and also compare the results with the static mechanical capability, and the research of this paper will good for the engineering applications of CNTs/MoSi2 composite materials.
Through the study of this article, the understanding of CNTs/MoSi2 composite materials is enhanced, and also provide a good reference for the engineering application of CNTs/MoSi2 composite materials.
Wang: Master Degree Thesis(Harbin Engineering University, Harbin,China.2009)
Li: Annual Report of China Academy of Engineering Physics (Sichuan Science and Technology Press, Sichuan, China, 2004), p.11-12.
Online since: July 2012
Authors: Feng Qin He, Hua Lin Wang, Yong Hong Tan, Jian Gang Wang, Ping Zhou, Chun K. Seong
State Key Laboratory of Chemical Engineering,East China University of Science and Technology, 200237, Shanghai, China 3.
College of Information, Mechanical and Electrical Engineering,Shanghai Normal University,200234, Shanghai, China 4.
Civil Engineering, Department School of Engineering, Saint Martin's University, Lacey, Washington 98503,USA ahfq@shnu.edu.cn bsamwhl@163.com Keyword: hydrocyclone; neural network; MATLAB; performance prediction Abstract.
Introduction Hydrocyclone is a device aimed to separate liquid mixtures with different densities, which has been widely used in petroleum processing, chemical engineering, light industry, mining industry and waste water treatment.
Preferences [1] Zhang, Y.H., Liu, Y., Qian, P., and Wang, H.L.: ‘Experimental Investigation of a Minihydrocyclone’, Chemical Engineering & Technology, 2009, 32, (8), pp. 1274-1279 [2] Bai, Z.S., Wang, H.L., and Tu, S.T.: ‘Study of Air-Liquid Flow Patterns in Hydrocyclone Enhanced by Air Bubbles’, Chemical Engineering & Technology, 2009, 32, (1), pp. 55-63 [3] Zhang, Y.H., Qian, P., Liu, Y., and Wang, H.L.: ‘Experimental Study of Hydrocyclone Flow Field with Different Feed Concentration’, Industrial & Engineering Chemistry Research, 2011, 50, (13), pp. 8176-8184 [4] Yang, Q., Wang, H.L., Wang, J.G., Li, Z.M., and Liu, Y.: ‘The coordinated relationship between vortex finder parameters and performance of hydrocyclones for separating light dispersed phase’, Separation and Purification Technology, 2011, 79, (3), pp. 310-320 [5] Yang, Q.A., Wang, H.L., Liu, Y., and Li, Z.M.: ‘Solid/liquid separation performance of hydrocyclones with different cone combinations’, Separation and Purification
Online since: October 2012
Authors: Li Ku Zhao
That is, according to the contract, the design unit start to engineering design and the general contractor begin to construct.
(3)Information conflict, Limited by the expertise ,Project Company can not solve all aspects of engineering problems in the project implementation process.
Engineering consulting firm commissioned by the project company, on behalf of the project company.
If the general contractor can not fully respect the views of supervising engineers, it will have negative impact on the relationship between the two.
Knowledge Management in Project Management [J].CHINA CIVIL ENGINEERING JOURNAL, 2003,36(3):1-6