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Online since: September 2011
Authors: Shi Long Wang, Rui Tang, Heng Zhou, Jie Zhou
Journal of Northwest University, 1999, (29)238~243
International Journal of Production Research, 2004.15 [3] Zhili Zhou and Huaizu Li.
OPERATIONS RESEARCH AND MANAGEMENT SCIENCE, 2006. 4, 15(2) [4] W.C.NG and J.LEUNG.
Determining The Optimal Move Time for A Given Cyclic Schedule of A Material Handling Hoist, Computer ind.
International Journal of Production Research, 2004.15 [3] Zhili Zhou and Huaizu Li.
OPERATIONS RESEARCH AND MANAGEMENT SCIENCE, 2006. 4, 15(2) [4] W.C.NG and J.LEUNG.
Determining The Optimal Move Time for A Given Cyclic Schedule of A Material Handling Hoist, Computer ind.
Online since: October 2011
Authors: Xin Qiang Gao, Yong Quan Zhu, Gang Rong
Tab.2 The Physical and Mechanical Indexes of the surrounding rocks and the primary support
Material
Moisture Content
/%
Volume weight
/(kN/m3)
Cohesion
/kPa
Angle of internal friction
/°
μ
Elastic modulus
/MPa
Fresh loess
12.0
15.4
25.2
19.4
0.3
43.2
Ancient loess
19.2
20.0
35.0
25.6
0.3
45.0
Shotcrete
——
20.0
1030
30
0.2
29500
The result and analyses of the full section method.
Acknowledgements This work was financially supported by the China Natural Science Foundation (50978172) and Civil Engineering School of Shijiazhuang Tiedao University Foundation (52704706).
In Chinese [2] Wei Zhang, Suming Zhang: Hydrogeology and Engineering Geology. 1990(1), p. 22-25, In Chinese [3] Zhongquan Lu, Jianbing Peng, Zhixin Chen: Journal of Soil and Water Conservation.
Vol.19 (2005), p. 191-194, In Chinese [4] Zheng, Sun G H, Liu D F: Computers and Geotechnics, 2009, 36(1) , p. 1-5, In Chinese [5] Yingren Zheng, Shangyi Zhao, Yakun Song:Journal of Logistical Engineering University. 2005, 21(3) , p. 1-6, In Chinese [6] Shijiazhuang Railway Institute: Research report, Shijiazhuang(2009), In Chinese [7] Yongquan Zhu, XinqiangGao, Yong Cao, in: Symposium of The 10th Rock Mechanics and Engineering Conference (China Power Publishing House, China 2008), In Chinese
Acknowledgements This work was financially supported by the China Natural Science Foundation (50978172) and Civil Engineering School of Shijiazhuang Tiedao University Foundation (52704706).
In Chinese [2] Wei Zhang, Suming Zhang: Hydrogeology and Engineering Geology. 1990(1), p. 22-25, In Chinese [3] Zhongquan Lu, Jianbing Peng, Zhixin Chen: Journal of Soil and Water Conservation.
Vol.19 (2005), p. 191-194, In Chinese [4] Zheng, Sun G H, Liu D F: Computers and Geotechnics, 2009, 36(1) , p. 1-5, In Chinese [5] Yingren Zheng, Shangyi Zhao, Yakun Song:Journal of Logistical Engineering University. 2005, 21(3) , p. 1-6, In Chinese [6] Shijiazhuang Railway Institute: Research report, Shijiazhuang(2009), In Chinese [7] Yongquan Zhu, XinqiangGao, Yong Cao, in: Symposium of The 10th Rock Mechanics and Engineering Conference (China Power Publishing House, China 2008), In Chinese
Online since: May 2016
Authors: Marioara Moldovan, Aniela Saplonţai-Pop, Corina Ionescu, Ileana Cojocaru, Radu Oprean, Malina Suciu-Petrescu
Material and methods
This study is a literature research concerning the antiplatelet effect of the Allium cepa L. extract.
We considered for this review the publications from Web of Science, Medline Embase and Scopus.
Fay, A subfamilial classification for the expanded asparagalean families Amaryllidaceae, Asparagaceae and Xanthorrhoeaceae, Botanical Journal of the Linnean Society. 161(2) (2009) 132–136
Sulphur Metabolism in Plants Special Issue, Journal of Experimental Botany. 55(404) (2004) 1903–1918
We considered for this review the publications from Web of Science, Medline Embase and Scopus.
Fay, A subfamilial classification for the expanded asparagalean families Amaryllidaceae, Asparagaceae and Xanthorrhoeaceae, Botanical Journal of the Linnean Society. 161(2) (2009) 132–136
Sulphur Metabolism in Plants Special Issue, Journal of Experimental Botany. 55(404) (2004) 1903–1918
Online since: October 2015
Authors: Muneo Hori, Masataka Hoso, Takanori Ishida, Kohei Fujita, Yoshihiro Yamazaki, Tsuyoshi Ichimura, Satoshi Yamada, Hiroyasu Sakata, Hiroaki Yamanaka, Lalith Wijerathne, Soichi Hirose, Hitoshi Morikawa, Kahori Iiyama
Practical method for damage evaluation based on point estimate considering uncertainty of structural properties
Kahori Iiyama1, a *, Masataka Hoso2, Takanori Ishida1, Kohei Fujita3,
Yoshihiro Yamazaki1, Tsuyoshi Ichimura4, Wijerathne Lalith4,
Hitoshi Morikawa1, b, Muneo Hori4, Satoshi Yamada1, Hiroyasu Sakata1, Hiroaki Yamanaka1 and Soichi Hirose1
1Tokyo Institute of Technology, 2-12-1 Ookayama, Meguro-ku, Tokyo, Japan
2Tokyu Construction, 1-16-14, Shibuya, Shibuya-ku, Tokyo, Japan
3RIKEN Advanced Institute for Computational Science, 7-1-26 Minatojima-minami-machi, Chuo-ku, Hyogo, Japan
4The University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo, Japan
aiiyama.k.aa@m.titech.ac.jp, bmorika@enveng.titech.ac.jp
Keywords: damage evaluation, probability density function, point estimate, Gram-Charlier expansion
Abstract.
To predict the possible loss of human lives and material damage promptly and accurately, it is necessary to develop techniques based on a large-scale simulation to seamlessly evaluate the seismic damage over a large area.
References [1] Hori, M. and Ichimura, T.: Current state of integrated earthquake simulation for earthquake hazard and disaster, Journal of Seismology, 12(2), pp. 307-321, 2008
[3] John, T. et al.: Point-estimate method as numerical quadrature, Journal of Geotechnical and Geoenvironmental Engineering, pp. 779-786, 1999
To predict the possible loss of human lives and material damage promptly and accurately, it is necessary to develop techniques based on a large-scale simulation to seamlessly evaluate the seismic damage over a large area.
References [1] Hori, M. and Ichimura, T.: Current state of integrated earthquake simulation for earthquake hazard and disaster, Journal of Seismology, 12(2), pp. 307-321, 2008
[3] John, T. et al.: Point-estimate method as numerical quadrature, Journal of Geotechnical and Geoenvironmental Engineering, pp. 779-786, 1999
Online since: July 2014
Authors: Huai Fa Ma, Jian Ping Wu, Jun Zhao, Shu Chang Wang
Preliminary Application of Software Package GPPS to Spare Linear Systems from Meso Scale Simulation of Concrete Specimen
Jianping Wu1, a, Huaifa Ma2, b, Jun Zhao1, c, Shuchang Wang1, d
1 School of Computer Science, National University of Defense Technology, Changsha, Hunan, 410073, China
2 Earthquake Engineering Research Center, China Institute of Water Resources and Hydropower Research, Beijing, 100048, China
awjp@nudt.edu.cn, bmahf@iwhr.com, czhaojun@nudt.edu.cn, dwangshuchang@126.com
Keywords: Parallel algorithm, preconditioner, subspace iteration, sparse linear system, meso-scale simulation of concrete.
In meso-scale simulation, the specimen can be regarded as a three-phase composite material consisting of aggregate, mortar and interface between them, and it is approximated by the finite element method.
Journal on Numerical Methods and Computer Applications, 2003, 24(3):207-214 [4] K.
International Journal of Computational Fluid Dynamics, 1999, 12(3): 315-322 [5] M.
In meso-scale simulation, the specimen can be regarded as a three-phase composite material consisting of aggregate, mortar and interface between them, and it is approximated by the finite element method.
Journal on Numerical Methods and Computer Applications, 2003, 24(3):207-214 [4] K.
International Journal of Computational Fluid Dynamics, 1999, 12(3): 315-322 [5] M.
Online since: August 2013
Authors: Fei Wang, Meng Shu Wang, Da Jun Yuan, Rong Cai, Yong Jiang Mu
The effect of shell cutter on rebar is also shear cutting as the hardness and strength of the shell cutter is much higher than rebar [11]and rebar is a kind of plastic material.
Acknowledgements This work was financially supported by Natural Science Foundation of China(50878015).
Chinese Journal of Geotechnical Engineering, 2012, 34(7):1217-1226.
Construction technique of shield tunnel beneath the bridge pile [J].Chinese Journal of Underground Space and Engineering. 2009, 5 (S2):1619-1623.
Acknowledgements This work was financially supported by Natural Science Foundation of China(50878015).
Chinese Journal of Geotechnical Engineering, 2012, 34(7):1217-1226.
Construction technique of shield tunnel beneath the bridge pile [J].Chinese Journal of Underground Space and Engineering. 2009, 5 (S2):1619-1623.
Online since: February 2020
Authors: Aguk Zuhdi Muhammad Fathallah, Anugrah Des Putra
Material and Methods
To solve the research problem has been used experimental method.
American Journal of Engineering and Applied Sciences 11-1(2018) 218.226 [5] K.Rajan dan K.R.Senthil Kumar,.
International Journal of Chemical Engineering Research. 1 (2009) 31 – 39
American Journal of Engineering and Applied Sciences 11-1(2018) 218.226 [5] K.Rajan dan K.R.Senthil Kumar,.
International Journal of Chemical Engineering Research. 1 (2009) 31 – 39
Online since: August 2013
Authors: Li Xing Sun, Hong Ni, Zhi Xuan Zhang
The 3D model of motorcycle mainly consists of riding system, driving system, power system, maneuver system and electric system shown in Fig.1, which provides accurate geometrical structure with nearly realistic physical parameters for mathematical analysis such as mass and the center of mass, moment of inertia, constraints location and orientation according to the geometry and material properties.
Limebeer, On steering wobble oscillations of motorcycle, Mechanical Engineering Science, vol. 218 (12) (2004), p. 1449~1456 [2] V.
China Mechanical Engineering, 21(8) (2010), p. 988~992 (in Chinese) [8] Tao Wu, Yanhai Su, Daowen Zhang, Application of virtual prototype technology on the optimal design of motorcycle mechanism, Small Internal Combustion Engine and Motorcycle, 28(4) (2009), p.19~22 (in Chinese) [9] Hongliang Dong, Zhaoxiang Deng, Fei Lai, Simulation of handling stability of motorcycle based on rider-motorcycle system, Journal of Jilin University (Engineering and Technology Edition), 39(3) (2009), p.566~570 (in Chinese) [10] Caichao Zhu, Qian Tang, Zehao Huang et al., Dynamic study for driving-motorcycle-road system with rigid-flexible coupling, Journal of Mechanical Engineering, Vol. 45 (5), (2009_, p.225~229(in Chinese) [11] Yong Jiang, Jianjun Gong, Xuerong Mao et al. , GB/T 5378-2008 Methods of road test for motorcycles and mopeds.
Limebeer, On steering wobble oscillations of motorcycle, Mechanical Engineering Science, vol. 218 (12) (2004), p. 1449~1456 [2] V.
China Mechanical Engineering, 21(8) (2010), p. 988~992 (in Chinese) [8] Tao Wu, Yanhai Su, Daowen Zhang, Application of virtual prototype technology on the optimal design of motorcycle mechanism, Small Internal Combustion Engine and Motorcycle, 28(4) (2009), p.19~22 (in Chinese) [9] Hongliang Dong, Zhaoxiang Deng, Fei Lai, Simulation of handling stability of motorcycle based on rider-motorcycle system, Journal of Jilin University (Engineering and Technology Edition), 39(3) (2009), p.566~570 (in Chinese) [10] Caichao Zhu, Qian Tang, Zehao Huang et al., Dynamic study for driving-motorcycle-road system with rigid-flexible coupling, Journal of Mechanical Engineering, Vol. 45 (5), (2009_, p.225~229(in Chinese) [11] Yong Jiang, Jianjun Gong, Xuerong Mao et al. , GB/T 5378-2008 Methods of road test for motorcycles and mopeds.
Online since: July 2011
Authors: Rachid Ellaia, Norelislam Elhami, Mhamed Itmi
However, the designer reduces the structural cost without taking into account uncertainties concerning material properties, geometric dimension and loading.
Suitable geometry, material properties and loads are assumed, and an analysis is then performed to provide a detailed behavior of the structure.
Over the last ten years there has been an increasing trend in analyzing structures using probability information on loads, geometry, material properties, and boundary conditions.
In the structural analysis of engineering design, there exist uncertainties in loading, material properties, geometry, and environmental conditions.
Journal Structural and Multidisciplinary Optimization, N°27 pp421-434, [4] J.Behnamian S.M.T Fatemi Ghomi, Development of a PSO-SA hybrid metaheuristic for a new comprehensive regression model to time-series forecasting, Expert Systems with Applications, 2010 p. 974-984
Suitable geometry, material properties and loads are assumed, and an analysis is then performed to provide a detailed behavior of the structure.
Over the last ten years there has been an increasing trend in analyzing structures using probability information on loads, geometry, material properties, and boundary conditions.
In the structural analysis of engineering design, there exist uncertainties in loading, material properties, geometry, and environmental conditions.
Journal Structural and Multidisciplinary Optimization, N°27 pp421-434, [4] J.Behnamian S.M.T Fatemi Ghomi, Development of a PSO-SA hybrid metaheuristic for a new comprehensive regression model to time-series forecasting, Expert Systems with Applications, 2010 p. 974-984
Online since: January 2014
Authors: Fan Ling Meng, Ai Guo Liu
Numerical simulation for residual stress and deformation of surface welding on Membrane Water-wall
MENG Fanling1, a, LIU Aiguo1,b
School of Materials Science and Engineering, Shenyang LIGONG University, Nanping Road No. 6, Hunnan New District, Shenyang City, China, 110159
amengfanling1129@sohu.com, baiguoliu@tom.combaiguoliu@tom.com
Keywords: welding stress; welding deformation; Membrane Water-wall; welding sequence
Abstract:Automatic MIG was adopted to weld Inconel 625 alloy on 20 G Membrane Water-wall, which can improve the capacities of high temperature corrosion resistance and wear resistance.
The material of the pipe and fins is 20 G.
The initial temperature of the weldment is 20℃℃ and convective coefficient is 10W/(m2﹒K) and emissive coefficient is 0.8. 1.5 Material property parameters The latent heat of melting of Inconel 625 is 823000 J/kg, its melting temperature is 1290~1350℃℃ and its density is 8446 kg/m3.
Journal of metals, 47(2011) 1403-1407
Practical guide of pressure vessel materials-carbon steel and alloy steel.
The material of the pipe and fins is 20 G.
The initial temperature of the weldment is 20℃℃ and convective coefficient is 10W/(m2﹒K) and emissive coefficient is 0.8. 1.5 Material property parameters The latent heat of melting of Inconel 625 is 823000 J/kg, its melting temperature is 1290~1350℃℃ and its density is 8446 kg/m3.
Journal of metals, 47(2011) 1403-1407
Practical guide of pressure vessel materials-carbon steel and alloy steel.