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Research on Dynamic Disturbances Induced Catastrophic Failure of Deep Rock Mass Based on Synergetics
Online since: October 2010
Authors: Yu Qi Wu, D.B. Yang, G.X. Ren, Z.Y. Fan, Peng shao Yu Qi Wu
Synergetics is an interdisciplinary science explaining the formation and
self-organization of patterns and structures in synergetic (dynamical) systems far from
thermodynamic equilibrium.
Zhu: Chinese Journal of Rock Mechanics and Engineering Vol. 24 (2005), p. 3131 [5] P.
Zhao: Journal of Central South University of Technology.
Huang: Advances in Heterogeneous Material Mechanics, edited by J.H.
Zhu: Chinese Journal of Rock Mechanics and Engineering Vol. 24 (2005), p. 3131 [5] P.
Zhao: Journal of Central South University of Technology.
Huang: Advances in Heterogeneous Material Mechanics, edited by J.H.
Online since: September 2013
Authors: Jing Jing Liu
Environmental pollution risk;
Risk of bad geological condition
Social risks
SR16-17
Degree of public support;
Social stability risk
The third party risk
TDR18-20
The third party liability risk;
Risk of labour disputes;
Suppliers/sub-contractors default risk;
BT project inherent risk
Project preparation
FR21-22
Risk of project approval;
Project land acquisition risks
The project bidding
BR23
Risk of failed bidding
Project financing
FINR24-28
Project financing capability risk;
Feasibility of project financing risk;
Financial capability risk of project contractor ;
Risk of financing structure;
The approval of project risk
The construction of the project
BUIR29-40
Design change risk;
Risk of design defect;
Geological survey risk;
New techniques\new technology risk;
BT Constructor construction capacity;
The risk of construction costs exceed standard;
The risk of project delay;
Unqualified project risk;
Safety accident risk;
Engineering subcontractor default risk;
Material
Good project governance for proper risk allocation in public private partnerships in Indonesia[J],International Journal of Project Management, 2006,(24): 622-634 [4] Zhang Suibo,He Bosen.
Discussion of risk sharing in engineering project contract [J], Journal of Tianjin University (Social Science Edition), 2003(7): 257-261 [5] Liu Xinping,Tu Shouqing.The PPP project risk allocation principles and framework [J], Building economy, 2006,(2):59-63
Good project governance for proper risk allocation in public private partnerships in Indonesia[J],International Journal of Project Management, 2006,(24): 622-634 [4] Zhang Suibo,He Bosen.
Discussion of risk sharing in engineering project contract [J], Journal of Tianjin University (Social Science Edition), 2003(7): 257-261 [5] Liu Xinping,Tu Shouqing.The PPP project risk allocation principles and framework [J], Building economy, 2006,(2):59-63
Online since: February 2012
Authors: Yin Biao Guo, Mao Jiang Zheng, Jing Lin, Wei Han, Guo Bi
When the specific material removal Vm near 8000mm3/mm in grinding optical plane, the wheel status esimation results are shown in Fig.4.
Acknowledgements This work was supported by National Natural Science Foundation of China (No.
Wakuda, M., Inasaki, I., Monitoring of the grinding process with an AE sensor integrated CBN wheel, Journal of Advanced Automation Technology, 5(1993), p. 179-184
Inasaki I., Sensor fusion for monitoring and controlling grinding, International Journal of Advanced Manufacturing Technology, 15(1999), p. 730-736
Acknowledgements This work was supported by National Natural Science Foundation of China (No.
Wakuda, M., Inasaki, I., Monitoring of the grinding process with an AE sensor integrated CBN wheel, Journal of Advanced Automation Technology, 5(1993), p. 179-184
Inasaki I., Sensor fusion for monitoring and controlling grinding, International Journal of Advanced Manufacturing Technology, 15(1999), p. 730-736
Online since: May 2012
Authors: Chao Yan Zhu, Jing Yu Liu, Hong Yan Liu, Xue Zhi Wang
Elasticity modulus of material E=210GPa, density=7800kg/m3, and admissible stress of all member bars is 240MPa.
Points 1 1-3,19-20 20 y3,y19 2 2-3,18-19 21 y5,y17 3 3-4,16-19 22 y7,y15 4 3-5,17-19 23 y9,y13 5 4-5,16-17 24 y11 6 5-6,14-17 7 5-7,15-17 8 6-7,14-15 9 7-8,12-15 10 7-9,13-15 11 8-9,12-13 12 9-10,10-13 13 9-11,11-13 14 10-11 15 1-2,18-20 16 2-4,16-18 17 4-6,14-16 18 6-8,12-14 19 8-10,10-12 Tab.2 Optimum results of truss bridge Tab. 1 Variable linking of truss bridge Design Variable Literature [6] GA CGA 1 2.128 2.545 2.27 2 0.5 0.503 0.503 3 0.5 0.503 0.503 4 1.7 1.767 1.767 5 0.5 0.503 0.503 6 0.5 0.503 0.503 7 1.515 1.767 1.767 8 0.5 0.636 0.503 9 0.5 0.503 0.503 10 1.286 1.327 1.327 11 0.523 0.636 0.636 12 0.5 0.503 0.503 13 1.078 1.327 1.131 14 0.5 0.503 0.503 15 1.007 0.503 0.503 16 1.007 0.503 0.503 17 1.090 0.636 0.503 18 1.084 0.503 0.503 19 1.058 0.503 0.503 20 1.862 1.80 1.90 21 3.059 2.90 3.00 22 4.036 4.00 4.00 23 4.727 4.70 4.70 24 4.937 4.80 4.80 W (N) 497.25 495.59 475.50 Acknowledgements This paper is funded by the program of Natural Science
Opt., 6 (1993), p. 79 [4] Lianshuan Shi and Huanchun Sun: Acta Mechanica Sinica, Vol. 31-6 (1999), p.731 (In Chinese) [5] Hesheng Tang, Feng Li, Yong Wang, Songtao Xue and Rong Chen:Journal of harbin institute of technology, Vol. 41-12 (2009), p.94 (In Chinese) [6] Dong Wang, Weihong Zhang and Jiesheng Jiang: Chinese Journal of Applied Mechanics, Vol. 19-3(2002), p.72 (In Chinese)
Points 1 1-3,19-20 20 y3,y19 2 2-3,18-19 21 y5,y17 3 3-4,16-19 22 y7,y15 4 3-5,17-19 23 y9,y13 5 4-5,16-17 24 y11 6 5-6,14-17 7 5-7,15-17 8 6-7,14-15 9 7-8,12-15 10 7-9,13-15 11 8-9,12-13 12 9-10,10-13 13 9-11,11-13 14 10-11 15 1-2,18-20 16 2-4,16-18 17 4-6,14-16 18 6-8,12-14 19 8-10,10-12 Tab.2 Optimum results of truss bridge Tab. 1 Variable linking of truss bridge Design Variable Literature [6] GA CGA 1 2.128 2.545 2.27 2 0.5 0.503 0.503 3 0.5 0.503 0.503 4 1.7 1.767 1.767 5 0.5 0.503 0.503 6 0.5 0.503 0.503 7 1.515 1.767 1.767 8 0.5 0.636 0.503 9 0.5 0.503 0.503 10 1.286 1.327 1.327 11 0.523 0.636 0.636 12 0.5 0.503 0.503 13 1.078 1.327 1.131 14 0.5 0.503 0.503 15 1.007 0.503 0.503 16 1.007 0.503 0.503 17 1.090 0.636 0.503 18 1.084 0.503 0.503 19 1.058 0.503 0.503 20 1.862 1.80 1.90 21 3.059 2.90 3.00 22 4.036 4.00 4.00 23 4.727 4.70 4.70 24 4.937 4.80 4.80 W (N) 497.25 495.59 475.50 Acknowledgements This paper is funded by the program of Natural Science
Opt., 6 (1993), p. 79 [4] Lianshuan Shi and Huanchun Sun: Acta Mechanica Sinica, Vol. 31-6 (1999), p.731 (In Chinese) [5] Hesheng Tang, Feng Li, Yong Wang, Songtao Xue and Rong Chen:Journal of harbin institute of technology, Vol. 41-12 (2009), p.94 (In Chinese) [6] Dong Wang, Weihong Zhang and Jiesheng Jiang: Chinese Journal of Applied Mechanics, Vol. 19-3(2002), p.72 (In Chinese)
Online since: May 2011
Authors: Zhong Quan Zou, Li Ping Zhou, Guo Jing He
Response of Long-Span Concrete Filled Steel Tubular Arch Bridge Subjected to Spatially Varying Ground Motion
Zhongquan Zou1,a, Liping Zhou1,b , Guojing He2,c
1School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan, 411201, China
2School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha 410004, China
azouzhq72@126.com, bzlpzhouliping@sina.com, ccegjhe@sina.com
Keywords: Concrete filled steel tube, arch bridge, seismic response, stochastic vibration, large mass method, spatial effect
Abstract.
Fig.2 Calculation model of the bridge Since the arch rib is composed of composite material (contains steel and concrete), it is necessary to decide its physical property.
Yan, et al: Analysis of Seismic Response for Deck and Large Span Arch Bridge Concrete Filled Steel Tube, Journal of Beijing Jiaotong University, 2005, Vol.29(1), p. 4-8 [4] Y.
Zhao et al: Study on Parameters of Concrete Filled Steel Tube Bridge under Earthquakes, Journal of Highway and Transportation Research and Development, 2008, Vol. 25(2008), p. 54-64 [5] Tajimi H.
Fig.2 Calculation model of the bridge Since the arch rib is composed of composite material (contains steel and concrete), it is necessary to decide its physical property.
Yan, et al: Analysis of Seismic Response for Deck and Large Span Arch Bridge Concrete Filled Steel Tube, Journal of Beijing Jiaotong University, 2005, Vol.29(1), p. 4-8 [4] Y.
Zhao et al: Study on Parameters of Concrete Filled Steel Tube Bridge under Earthquakes, Journal of Highway and Transportation Research and Development, 2008, Vol. 25(2008), p. 54-64 [5] Tajimi H.
Online since: June 2014
Authors: Nan Ju Kim, Eui In Choi, Hoon Jeong, Hye Jin Pyo
It means technology to secure the data that irrespective of the type of data and the material.
Jung, Big Data and Information Security, Journal of Korea Institute of Information Technology,no.10, vol.3, pp. 17-22
Kim, Big Data and Integrated Security 2.0, Journal of Information Science, 2012, pp. 65-72
Jung, Big Data and Information Security, Journal of Korea Institute of Information Technology,no.10, vol.3, pp. 17-22
Kim, Big Data and Integrated Security 2.0, Journal of Information Science, 2012, pp. 65-72
Online since: July 2011
Authors: Zi Qi Li, Yan Yan Fan
In recent years, study about the intelligent drive material has opened up a new way for the research of intelligent control for structure.
CHEN Yueming etc, damping design and research of the viscoelastic dampers at traffic building of Suqian city [J], journal of building structures 2000.21 (3)
[7] YE Aijun, FAN Lichu. shock absorption effect of additional damper for super-long span cable-stayed bridge [J].Journal of Tongji University (Natural Science Edition), 2006 July.
CHEN Yueming etc, damping design and research of the viscoelastic dampers at traffic building of Suqian city [J], journal of building structures 2000.21 (3)
[7] YE Aijun, FAN Lichu. shock absorption effect of additional damper for super-long span cable-stayed bridge [J].Journal of Tongji University (Natural Science Edition), 2006 July.
Online since: November 2012
Authors: Sheng Peng Liu, Shu Fang, Yun Yang
At the same time, for the A type of fire, that solid material fires, it generally releases heat at the very early stage.
Acknowledgment The work is supported by National Program on Key Basic Research Project (973 Program, No. 2012CB719705) and Research Fund from Science and Commission of Shanghai Municipality (No.09231202100, No.10231202900 and No.11511502900).
Journal of Infrared and Millimeter Waves, vol. 26, 2007, pp. 217-221
A new NSCT based fusion algorithm for fire detection image[J].Journal of Computational Information Systems, vol. 7(5), 2011,pp. 1794-1801.
Acknowledgment The work is supported by National Program on Key Basic Research Project (973 Program, No. 2012CB719705) and Research Fund from Science and Commission of Shanghai Municipality (No.09231202100, No.10231202900 and No.11511502900).
Journal of Infrared and Millimeter Waves, vol. 26, 2007, pp. 217-221
A new NSCT based fusion algorithm for fire detection image[J].Journal of Computational Information Systems, vol. 7(5), 2011,pp. 1794-1801.
Online since: October 2010
Authors: Gan Wei Cai, Yuan Chen, Ru Gui Wang
The material of link is aluminium.
[3] Zhang Hai,Cao Shujuan.Dynamics Analysis on Whole Joints of Bucket Manipulator with Closed Loops.journal of wuhan university of technology(transportation science & engineering), Vol. 31(1) (2007),p. 161-164
Journal of Mechanical Strength, Vol. 29(3) (2007),pp. 356-364
[3] Zhang Hai,Cao Shujuan.Dynamics Analysis on Whole Joints of Bucket Manipulator with Closed Loops.journal of wuhan university of technology(transportation science & engineering), Vol. 31(1) (2007),p. 161-164
Journal of Mechanical Strength, Vol. 29(3) (2007),pp. 356-364
Online since: September 2013
Authors: Tian Bin Liu, Jian She Kang, Zhi Feng You
Spare parts requirements model proposed in this paper can also be used to help managers manage the labor and material reserves.
European Journal of Operational Research, 94(1996) 425-438
European Journal of Operational Research, 57(1991) 100-110
Systems Science, 27(1996) 1055-1062
European Journal of Operational Research, 94(1996) 425-438
European Journal of Operational Research, 57(1991) 100-110
Systems Science, 27(1996) 1055-1062