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Online since: August 2013
Authors: Yong Gan, Ya Wei Yang, Yi Feng Yin
References
[1] Huai Zhong Chen, “Research to the liquid level control of water tank based on fuzzy immune pid controller”, Applied Mechanics and Materials 155 (2012) 1232-1236
[2] P Deepa, Rames C Panda, and D Manamalli, “Auto-tuning of fuzzy pi controller for liquid level in spherical tank system”, European Journal of Scientific Research 92 (2012) 76-84
[3] Ran CHEN,MI Lin and TAN Wei, “Adaptive fuzzy logic based sliding mode control of electronic throttle”, Journal of Computational Information Systems 8 (2012) 3253-3260
[4] M Esposito, “An ontology-based fuzzy approach for alert verification and correlation in RFID systems”, Emerging Trends in Computing, Informatics, Systems Sciences, and Engineering, Springer, 2013, pp. 767-779
[8] Fanqin Meng, Libo Xi, and Pengcheng Zhao, “Application of fuzzy pid in pressure control of airport pipeline refueling system”, Recent Advances in Computer Science and Information Engineering (2012) 285-291
[2] P Deepa, Rames C Panda, and D Manamalli, “Auto-tuning of fuzzy pi controller for liquid level in spherical tank system”, European Journal of Scientific Research 92 (2012) 76-84
[3] Ran CHEN,MI Lin and TAN Wei, “Adaptive fuzzy logic based sliding mode control of electronic throttle”, Journal of Computational Information Systems 8 (2012) 3253-3260
[4] M Esposito, “An ontology-based fuzzy approach for alert verification and correlation in RFID systems”, Emerging Trends in Computing, Informatics, Systems Sciences, and Engineering, Springer, 2013, pp. 767-779
[8] Fanqin Meng, Libo Xi, and Pengcheng Zhao, “Application of fuzzy pid in pressure control of airport pipeline refueling system”, Recent Advances in Computer Science and Information Engineering (2012) 285-291
Online since: January 2014
Authors: Jie Jin, Qing Shuang Zhao, Shang Ning
Science site to ensure evacuation smooth traffic.Emergency shelter construction land must be strictly controlled and must meet the requirements of seismic norms.
Improved facilities, improved city emergency evacuation capabilities.When planning emergency shelters, should stay out of certain services space, each shelter must be located relief materials handling, working and living spaces stacked with payment space, medical personnel and security personnel as well as all types of roads, and supporting Fire Barrier land facilities.
Acknowledgements This work was financially supported by the Shangdong Humanities and Social science research(13-ZC-SH-08) and the Shandong soft science projects research (2013RKB01364).
Journal of Institute of Disaster-Prevention Science and Technology.
Journal Of Natural Disasters.
Improved facilities, improved city emergency evacuation capabilities.When planning emergency shelters, should stay out of certain services space, each shelter must be located relief materials handling, working and living spaces stacked with payment space, medical personnel and security personnel as well as all types of roads, and supporting Fire Barrier land facilities.
Acknowledgements This work was financially supported by the Shangdong Humanities and Social science research(13-ZC-SH-08) and the Shandong soft science projects research (2013RKB01364).
Journal of Institute of Disaster-Prevention Science and Technology.
Journal Of Natural Disasters.
Online since: August 2013
Authors: Cong Cong Chen
The objective of this study is to explore the role of ecological groin in improving river water quality in Wangyu River which flows into Taihu Lake, China.
1 Materials and methods
1.1 Study area
As the flood diversion river course, Wangyu River connects Taihu Lake with Yangtse River, and now acts as the important waterway for “Transferring Yangtse River into Taihu Lake” project [13] (Fig. 1).
References [1]J.G.Liu,J.Diamond:Nature.Vol.435.(2005),p.1179 [2]Information on http://english.mep.gov.cn/standards_reports/soe/soe2009/201104/t20110411_208976.htm [3]X.L.Wang: Water Resources and Electric Power.Vol.01.(2010),p.6 [4]T.T.Liu: Science & Technology Information.Vol.29.(2009),p.1110 [5]J.Zhou: Technical Supervision in Water Resources.Vol.02.(2004),p.49 [6]G.Wei,Y.Wang.H.Wang and R.S.Ma: Water Sciences and Engineering Technology.Vol.02.(2010),p.57 [7]W.D.Xu,X.W.Mao,D.H.Wu and Q.B.Lin: Water Resources Development Research.Vol.08.(2012),p.60 [8]C.Liu,J.Chen.and C.Y.Liu: South-to-North Water Transfers and Water Science& Technology.Vol.03.(2009),p.94 [9]H.H.Li: Journal of Hubei Polytechnic Institute.Vol.01.(2009),p.105 [10]X.D.Cao,Y.P.Shen,S.L.Meng,L.M.Fan and J.R.Duan: Scientific Fish Farming.Vol.10.(2008),p.3 [11]Z.R.Dong,Q.Liu and X.H.Zeng: Water Resources and Hydropower Engineering.Vol.02.(2002),p.1 [12]Y.S.Park,J.H.Moon,D.S.Kim and K.H.Ahn: Chemical Engineering Journal.Vol
.99.(2004),p.265 [13]S.Wang,G.Q.Pan,Y,Zhang and H.L.Ouyang: Pollution Control Technology.Vol.22.(5),p.39 [14] State Environmental Protection Administration of China:Methods of Monitoring and analyzing for Water and Wastewater,China Environmental Science Press,2002
References [1]J.G.Liu,J.Diamond:Nature.Vol.435.(2005),p.1179 [2]Information on http://english.mep.gov.cn/standards_reports/soe/soe2009/201104/t20110411_208976.htm [3]X.L.Wang: Water Resources and Electric Power.Vol.01.(2010),p.6 [4]T.T.Liu: Science & Technology Information.Vol.29.(2009),p.1110 [5]J.Zhou: Technical Supervision in Water Resources.Vol.02.(2004),p.49 [6]G.Wei,Y.Wang.H.Wang and R.S.Ma: Water Sciences and Engineering Technology.Vol.02.(2010),p.57 [7]W.D.Xu,X.W.Mao,D.H.Wu and Q.B.Lin: Water Resources Development Research.Vol.08.(2012),p.60 [8]C.Liu,J.Chen.and C.Y.Liu: South-to-North Water Transfers and Water Science& Technology.Vol.03.(2009),p.94 [9]H.H.Li: Journal of Hubei Polytechnic Institute.Vol.01.(2009),p.105 [10]X.D.Cao,Y.P.Shen,S.L.Meng,L.M.Fan and J.R.Duan: Scientific Fish Farming.Vol.10.(2008),p.3 [11]Z.R.Dong,Q.Liu and X.H.Zeng: Water Resources and Hydropower Engineering.Vol.02.(2002),p.1 [12]Y.S.Park,J.H.Moon,D.S.Kim and K.H.Ahn: Chemical Engineering Journal.Vol
.99.(2004),p.265 [13]S.Wang,G.Q.Pan,Y,Zhang and H.L.Ouyang: Pollution Control Technology.Vol.22.(5),p.39 [14] State Environmental Protection Administration of China:Methods of Monitoring and analyzing for Water and Wastewater,China Environmental Science Press,2002
Online since: February 2012
Authors: Li Qian Huang, Wen Hong Fan, Xue Yang, Long Di Cheng
Study on the correlation between the property of Akund fiber and its growing conditions
Xue Yang1,a ,Longdi Cheng1,b ,Liqian Huang1,c and Wenhong Fan2,d
1Key Lab of Textile Science & Technology, Ministry of Education, Donghua University,
Shanghai, 201600, China
2Hunan Yunjin group Co.LTD,Lianhua Pool,Deshan Development Zone,Wuling District,
Changde city, Hunan province,415001,China
a2100108@mail.dhu.edu.cn, bldch@dhu.edu.cn, chlqian@dhu.edu.cn,dcgb@yunjjinfz.com
Keywords: akund fiber; new type textile fiber; natural cellulose fiber
Abstract.
The fiber's moisture regain is about 13.8%, which is greater than that of cotton[4].Because of its excellent properties, Akund fiber has become one of the new ecological textile materials which have huge development potential.
[2] South China plants research institute of the Chinese academy of sciences:Hainan plant volunteers[M].Science publisher,Beijing,China (1974),p. 255, in Chinese [3] China plant volunteers writing committee of the Chinese academy of sciences:China plant volunteers[M].Academy publisher,Beijing,China (1977),p. 384-366, in Chinese [4] Huimin Hu,Xuan Li,Wei-dong Li:submitted to Journal of .China detect(2011), in Chinese [5] Lin Zhao,Guangbiao Xu,Wei Liu,Fumei Wang: submitted to Journal of Donghua University(2006)
The fiber's moisture regain is about 13.8%, which is greater than that of cotton[4].Because of its excellent properties, Akund fiber has become one of the new ecological textile materials which have huge development potential.
[2] South China plants research institute of the Chinese academy of sciences:Hainan plant volunteers[M].Science publisher,Beijing,China (1974),p. 255, in Chinese [3] China plant volunteers writing committee of the Chinese academy of sciences:China plant volunteers[M].Academy publisher,Beijing,China (1977),p. 384-366, in Chinese [4] Huimin Hu,Xuan Li,Wei-dong Li:submitted to Journal of .China detect(2011), in Chinese [5] Lin Zhao,Guangbiao Xu,Wei Liu,Fumei Wang: submitted to Journal of Donghua University(2006)
Online since: February 2013
Authors: Chin Fei Huang, Ming Chung Ho, Chia Ju Liu, Chia Yi Chou, Ming Chi Lu, Yu Te Lin, Cheng Hsieh Yu, Ming Ting Wu
Materials and Methods
Thirty-four healthy right-handed high school students (14 males and 20 females) participated in the study.
Talmachoff: Proceedings of the National Academy of Sciences 78 (1981) 2643-2647
Desimone: Science 291 (2001) 1560-1563
McCarley: The Journal of Neuroscience 23 (2003) 7407-7411
Pernier: The Journal of Neuroscience 16 (1996) 4240-4249
Talmachoff: Proceedings of the National Academy of Sciences 78 (1981) 2643-2647
Desimone: Science 291 (2001) 1560-1563
McCarley: The Journal of Neuroscience 23 (2003) 7407-7411
Pernier: The Journal of Neuroscience 16 (1996) 4240-4249
Online since: October 2014
Authors: Yan Zhuang, Meng Wang, Li Kun Zheng
Introduction
Concrete has been one of the most widely used materials in Engineering due to its characteristics of easy to cast in field, high strength (Tang 1998) [1].
Additives tests for eco-concrete Test principle and materials.
Eco-concrete is a structure composed of water, cementitious materials (e.g. cement), coarse aggregate in a certain proportion.
China Building Materials, No.11 (1998), pp. 36-38.
Chinese Journal of Rock Mechanics and Engineering.Vol.20, No.2 (2001), pp.239-242.
Additives tests for eco-concrete Test principle and materials.
Eco-concrete is a structure composed of water, cementitious materials (e.g. cement), coarse aggregate in a certain proportion.
China Building Materials, No.11 (1998), pp. 36-38.
Chinese Journal of Rock Mechanics and Engineering.Vol.20, No.2 (2001), pp.239-242.
Online since: March 2015
Authors: Jin Bo Lei, Zhi Liu, Ke Lin Chen
Fig.1 Three-dimensional calculation model Fig.2 The center section of model
2.2 Boundary conditions setting
The boundary conditions of the cube and underside hypothesis is the fixed boundary, and the upper surface of the cube (surface of soil) hypothesis is the free boundary.
2.3 Constitutive model and parameters selecting
1) The constitutive model of soil
Due to the soil materials for granular materials, the stress-strain characteristics is very difficult to use elastic constitutive model to describe, the Mohr-Coulomb constitutive model is used in order to be more realistic.
2) The initial expansion of hole radius determined
In order to avoid the circumferential strain of infinite phenomenon which was caused by the initial radius is zero.
Tab.1 The material parameters of soil Soil name E(MPa) (°) c(kPa) Cu(kPa) μ Soft clay 3 10 10 14 0.45 K and G is two elastic constants, and it is commonly used to describe the material properties instead of elastic modulus E and Poisson’s ratio in FLAC3D.
Weak soil compaction effect of pile design and test [J], Sichuan Building Science, 2011, Vol. 37(5):103-106
Growth of Pile Bearing Capacity over Time Considering the Dissipating of Excess Pore Pressure [J], Journal of Engineering Geology, 2012,20(5):815-820
[16] ZHAO Ming-hua, ZHAN Xin-jie, ZOU Xin-jun, Numerical Simulation of Pile Installation and Subsequent Consolidation in Clay[J], Journal of Hunan University (Natural Sciences), 2013,40(2):1-8
Tab.1 The material parameters of soil Soil name E(MPa) (°) c(kPa) Cu(kPa) μ Soft clay 3 10 10 14 0.45 K and G is two elastic constants, and it is commonly used to describe the material properties instead of elastic modulus E and Poisson’s ratio in FLAC3D.
Weak soil compaction effect of pile design and test [J], Sichuan Building Science, 2011, Vol. 37(5):103-106
Growth of Pile Bearing Capacity over Time Considering the Dissipating of Excess Pore Pressure [J], Journal of Engineering Geology, 2012,20(5):815-820
[16] ZHAO Ming-hua, ZHAN Xin-jie, ZOU Xin-jun, Numerical Simulation of Pile Installation and Subsequent Consolidation in Clay[J], Journal of Hunan University (Natural Sciences), 2013,40(2):1-8
Online since: March 2012
Authors: Tong Wang, Yu Mei Lu, Cheng Wen Wang, Chao Qun Wang
Empirical Modeling of High-speed WEDM Finishing in Gas
Yumei Lu 1,2,a , Tong Wang 1,b , Chaoqun Wang1,c and Chengwen Wang1,d
1 Mechanical & Power Engineering College, Harbin University of Science &Technology, 52 Xuefu Road, Harbin, China, 150080
2School of Mechanical Engineering, Heilongjiang Institute of Science and Technology, Harbin, China, 150027
alym73217@163.com,bwangtong@hrbust.edu.cn,cwangchaoqunlvcha@163.cm,
d24650581@qq.com
Keywords: HS-WEDM in gas, Surface roughness, Cutting speed, Central composite design (CCD)
Abstract.
Chinese Journal of Die and Mould Industry, 2008,34 (5) : 71-74
State of the art in wire electrical discharge machining (WEDM) [J].International Journal of Materials Processing Technology,2004, 44 (12-13) : 1247-1257
Experimental Studies on Dry WEDM in Improving Surface Quality.Materials Science Forum Vols,626-627 (2009) p .327
Dry WEDM in Improving HS-WEDMed Surface Quality Key Engineering Materials Vols,392-394 (2009), p.624
Chinese Journal of Die and Mould Industry, 2008,34 (5) : 71-74
State of the art in wire electrical discharge machining (WEDM) [J].International Journal of Materials Processing Technology,2004, 44 (12-13) : 1247-1257
Experimental Studies on Dry WEDM in Improving Surface Quality.Materials Science Forum Vols,626-627 (2009) p .327
Dry WEDM in Improving HS-WEDMed Surface Quality Key Engineering Materials Vols,392-394 (2009), p.624
Online since: July 2011
Authors: Yun Chen, Jun Zhi Cui, Yu Feng Nie, Xiao Fei Guan
In the limit as , this power law approaches that of a rate-independent material.
Those caused from material in-homogeneity are reflected in the formula of the model.
Huang: A user-material subroutine incorporating single crystal plasticity in the abaqus finite element program,Mech,178 (1991) [8] Y.Q.
Gurtin: Journal of the Mechanics and Physics of Solids 51,1015-1058.(2003) [20] Rosakis.
Ponthot: International Journal of Solids and Structures 42,5615-5655.(2005) [23] Belytschko T., W.K.
Those caused from material in-homogeneity are reflected in the formula of the model.
Huang: A user-material subroutine incorporating single crystal plasticity in the abaqus finite element program,Mech,178 (1991) [8] Y.Q.
Gurtin: Journal of the Mechanics and Physics of Solids 51,1015-1058.(2003) [20] Rosakis.
Ponthot: International Journal of Solids and Structures 42,5615-5655.(2005) [23] Belytschko T., W.K.
Online since: November 2012
Authors: Xin Li Hu, Shuai Hua, Miao Jun Sun, Jian Chuan Wu
Smart Material Structure, 1996, 5
Journal of Sensors and Actuators, 2001, (3):200-205
Journal of Chengdu University of technology, 2000, 27(s):217-220
Chinese Journal of Rock Mechanicacs and Engineering, 1999, (5):733-738
Strain detection method in engineering practice [J], Gansu Science and Technology, 2004, (8):118-119
Journal of Sensors and Actuators, 2001, (3):200-205
Journal of Chengdu University of technology, 2000, 27(s):217-220
Chinese Journal of Rock Mechanicacs and Engineering, 1999, (5):733-738
Strain detection method in engineering practice [J], Gansu Science and Technology, 2004, (8):118-119