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Online since: September 2011
Authors: Wu Sheng Liu, Qian Tan
Study on integrated land-use of rail station areas based on two-way balanced passenger flow
Wusheng LIU 1, a, Qian Tan 2,b
1School of Transportation Engineering, Changsha University of science & Tecnolgy
Changsha, China
2Full School of Transportation Engineering, Tongji University ,Shanghai, China
alwusheng@163.com , btanqian915@126.com
Keywords: Rail station area; Integrated land-use; Two-way passenger flow; Model.
Journal of Civil , Architectural & Environmental Engineering, Apr. 2009 [4]Yan Kefei Group, school of transportation engineering, Tongji university. regulatory planning for Binjiang Town in Great Hexi, Changsha city-specific report in traffic planning[R],2010.
Journal of Civil , Architectural & Environmental Engineering, Apr. 2009 [4]Yan Kefei Group, school of transportation engineering, Tongji university. regulatory planning for Binjiang Town in Great Hexi, Changsha city-specific report in traffic planning[R],2010.
Online since: October 2013
Authors: Yi Min Xie, Xiao Dong Huang, Xiao Lei Yan
Concurrent Design of Structures and Materials based on the Bi-directional Evolutionary Structural Optimization
Xiaolei Yan1, 2, a, Xiaodong Huang2, b and Yi Min Xie2, c
1 School of Mechanical and Automobile Engineering, Fujian University of Technology, Fuzhou 350108, China
2 Centre for Innovative Structures and Materials, School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia
a xiaoleiyan8892000@yahoo.com, b huang.xiaodong@rmit.edu.au (corresponding author),
c mike.xie@rmit.edu.au
Keywords: topology optimization; concurrent design; BESO; homogenization.
Kikuchi, Generating optimal topologies in structural design using a homogenization method, Computer Methods in Applied Mechanics and Engineering, 71 (1988) 197-224
Prévost, Design of maximum permeability material structures, Computer Methods in Applied Mechanics and Engineering, 196 (2007) 1006-1017
Kikuchi, Generating optimal topologies in structural design using a homogenization method, Computer Methods in Applied Mechanics and Engineering, 71 (1988) 197-224
Prévost, Design of maximum permeability material structures, Computer Methods in Applied Mechanics and Engineering, 196 (2007) 1006-1017
Online since: March 2014
Authors: Frank Gatto
Fatigue Assessment of Existing Shiploaders
Frank Gatto1, a
1Aspec Engineering, 3/166 Hannell St, Newcastle, NSW, 2289, Australia
afgatto@aspec.com.au
Keywords: Materials handling machines, shiploading, fatigue, strain gauge, Weibull distribution.
References [1] K.Lee, F.R.Fazifdar, S.L.H.Wong, Useful Structural Life Assessment of Dockside Container Cranes, Ports ’01, Proceedings of the Conference, American Society of Civil Engineers, 2001
[6] W.Durst, W.Vogt, Bucket Wheel Excavators, Series in Mining Engineering 7 (1988)
Stephens, Metal Fatigue in Engineering, John Wiley and Sons, 1980
References [1] K.Lee, F.R.Fazifdar, S.L.H.Wong, Useful Structural Life Assessment of Dockside Container Cranes, Ports ’01, Proceedings of the Conference, American Society of Civil Engineers, 2001
[6] W.Durst, W.Vogt, Bucket Wheel Excavators, Series in Mining Engineering 7 (1988)
Stephens, Metal Fatigue in Engineering, John Wiley and Sons, 1980
Online since: June 2014
Authors: Yun Yi Zhang, Gang Chen, Xiao Tao Zeng, Ning Wang, Cong Jiang
The Three-dimensional Similar Simulation of Stress Regular Pattern of Roof of Large Mining Height
Zeng xiantao1,awangning1,bJiang cong1,czhangyunyi1 chengang2
1School of Mechanics and Civil Engineering , China University of Mining and technology (Beijing),Beijing 100083,china. 2 School of Resources and Safety Engineering , China University of Mining and technology (Beijing),Beijing 100083,china .
,Miu X.X.The system of strata control around longwall face inChine,Proceedings[C].'96 International Symposium on Mining Science and Technology,15-18 [3] JiangFuxing,JiangGuoan.Theory and technology for hard roof control of longwallface in chinese collieries[J].Journal of Coal Science&Engineering,1998,4(2): 1-6 [4] Qian M G,He F L,Miao X X.The system of strata control around longwall face inChina[J].In:Guo Yuguang,Tad S Golosinski,eds.Mining Science and Technology.Rotterdam:A A Balkema,1996:15-18 [5] Hemanchao,jinghaihe Sunxiaoming.
Soft rock engineering mechanics[M].beijing Science Press,2002 [6] Xieguangxiang, Comprehensive study of stress shell and rock mechanics characteristics of caving[ J] Journal of coal, , 2005, 30 ( 3 ) : 309- 313 [7] [10] RUTHERFORD A.Moderately thick seam mining in Australia[C]//WU J,WANG J C.Proceedings of’99 International Workshop on Underground Thick-Seam Mining.Beijing:China Coal Industry Publishing House,1999:122-135
,Miu X.X.The system of strata control around longwall face inChine,Proceedings[C].'96 International Symposium on Mining Science and Technology,15-18 [3] JiangFuxing,JiangGuoan.Theory and technology for hard roof control of longwallface in chinese collieries[J].Journal of Coal Science&Engineering,1998,4(2): 1-6 [4] Qian M G,He F L,Miao X X.The system of strata control around longwall face inChina[J].In:Guo Yuguang,Tad S Golosinski,eds.Mining Science and Technology.Rotterdam:A A Balkema,1996:15-18 [5] Hemanchao,jinghaihe Sunxiaoming.
Soft rock engineering mechanics[M].beijing Science Press,2002 [6] Xieguangxiang, Comprehensive study of stress shell and rock mechanics characteristics of caving[ J] Journal of coal, , 2005, 30 ( 3 ) : 309- 313 [7] [10] RUTHERFORD A.Moderately thick seam mining in Australia[C]//WU J,WANG J C.Proceedings of’99 International Workshop on Underground Thick-Seam Mining.Beijing:China Coal Industry Publishing House,1999:122-135
Online since: December 2014
Authors: Man Xu, Kay Wille
Calibration of K&C Concrete Model for UHPC in LS-DYNA
Man Xu1, a, Kay Wille1,b
1Department of Civil & Environmental Engineering, University of Connecticut, 261 Glenbrook Road Unit 2037, Storrs, CT 06269-2037, USA
aman.2.xu@uconn.edu, bkwille@engr.uconn.edu
Keywords: LS-DYNA, KCC model, calibration, concrete, numerical simulation
Abstract.
Proceedings, 10th ASCE Engineering Mechanics Conference, Vol.1, Boulder, CO. 1995.
TR-97-53.1, Karagozian and Case Structural Engineers, Glendale, CA. 1997
Engineering Structures. 41(2012), Pp. 335-349
Proceedings, 10th ASCE Engineering Mechanics Conference, Vol.1, Boulder, CO. 1995.
TR-97-53.1, Karagozian and Case Structural Engineers, Glendale, CA. 1997
Engineering Structures. 41(2012), Pp. 335-349
Online since: October 2012
Authors: Wen Hua Wang, Wen Ding Zhao, Xiang Li Kong
The Instability Analysis and Processing scheme of ChangXin Viaduct Abutment
Wenhua Wang1, a, Wending Zhao2,b and Xiangli Kong3,c
1 Key Laboratory of Civil Engineering Earthquake Resisitance and Disaster Mitigation of JiLin Province, Changchun Institute of Technology, Changchun City, China
2 JiLin Provincial Communication Planning and Design Institute, Changchun City, China
3 JiLin Provincial Communication Planning and Design Institute, Changchun City, China
a wwh741205@126.com, b zwd8768@163.com, c 384456555@qq.com
Keywords: Bridge abutment.
YanJi basin has not ground stress test material, but according to the engineering geology survey, found that after the slope excavation, locality appearing unloading spring back deformation and collapse phenomenon.
Chinese Journal of Rock Mechanics and Engineering.
(in Chinese) [3] Zhanzhao Ge, Yangjun Han, Xin Zhang.Research on Additional Stress of Fill on the Abutment[J].Highway Engineering.
YanJi basin has not ground stress test material, but according to the engineering geology survey, found that after the slope excavation, locality appearing unloading spring back deformation and collapse phenomenon.
Chinese Journal of Rock Mechanics and Engineering.
(in Chinese) [3] Zhanzhao Ge, Yangjun Han, Xin Zhang.Research on Additional Stress of Fill on the Abutment[J].Highway Engineering.
Online since: January 2013
Authors: Chao Sun, Shu Li Zhao
College of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001,China.
3.School of Civil Engineering, Beijing Jiaotong University, Beijing 100044
a. 1059155978@qq.com ,b. z-s-l-1979@163.com
Keywords: Equi-eimb L-shaped reinforced concrete columns, Rational reinforcement arrangement, Numerical integral method, Mx-My curves
Abstract.
Analysis of Examples The Mx-My Curve of L-Shaped Column Section for the Reinforced bar of Practical Engineering In this article, the structural design software PKPM is used to design the columns structure of a residential structure.
Behavior of T-shaped column under different directional cyclic loading [J], Earthquake Engineering and Engineering Vibration, 1995,15(4):76-84
Analysis of Examples The Mx-My Curve of L-Shaped Column Section for the Reinforced bar of Practical Engineering In this article, the structural design software PKPM is used to design the columns structure of a residential structure.
Behavior of T-shaped column under different directional cyclic loading [J], Earthquake Engineering and Engineering Vibration, 1995,15(4):76-84
Online since: April 2012
Authors: Ya Dong Bian, Ran Hai
Experimental Study of Thermal Conductivity of Carbon Fiber Reinforced Cement-based Composites
Yadong Biana and Ran Haib
School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou 450007, China
amobcoco@sina.com, blilyhai_2001@163.com
Keywords: Carbon fiber; Cement-based composites; Thermal conductivity
Abstract.
The heat engineering calculation is directly related to the material thermophysical properties while the heating efficiency of carbon fiber reinforced cement-based composites is evaluated.
The research on thermal conductivity of carbon fiber reinforced cement-based composites is an essential link which can provide the reliable evidence for the heat engineering calculation of the material.
And the purpose of the research is to obtain the specific corresponding relationship between the carbon fiber weight and thermal conductivity and provide the evidence for heat engineering calculation. 2 Experimental study 2.1 Specimen design The specimen of carbon fiber reinforced cement-based composites is made up of 425R ordinary Portland cement, ISO standard sand, high-strength PAN-based short carbon fiber (the average length is 5mm), carboxymethyl cellulose dispersant agent, silica micro powder(SiO2 weight is more than 95% and particle size is between 0.01 and 0.1µm), tributyl phosphate defoaming agent, FDN-1 high efficiency water reducing agent and some other raw material.
The heat engineering calculation is directly related to the material thermophysical properties while the heating efficiency of carbon fiber reinforced cement-based composites is evaluated.
The research on thermal conductivity of carbon fiber reinforced cement-based composites is an essential link which can provide the reliable evidence for the heat engineering calculation of the material.
And the purpose of the research is to obtain the specific corresponding relationship between the carbon fiber weight and thermal conductivity and provide the evidence for heat engineering calculation. 2 Experimental study 2.1 Specimen design The specimen of carbon fiber reinforced cement-based composites is made up of 425R ordinary Portland cement, ISO standard sand, high-strength PAN-based short carbon fiber (the average length is 5mm), carboxymethyl cellulose dispersant agent, silica micro powder(SiO2 weight is more than 95% and particle size is between 0.01 and 0.1µm), tributyl phosphate defoaming agent, FDN-1 high efficiency water reducing agent and some other raw material.
Online since: September 2014
Authors: Jyh Dong Lin, Dana Mutiara Kusumawardani
Evaluations of Performance and Thermal Properties in Porous Asphalt Concrete Containing Steel Slag
Dana Mutiara Kusumawardani1, a, Jyh-Dong Lin1,b
1Department of Civil Engineering, National Central University, Chungli, Taiwan, R.O.C.
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
Mater., Vol. 138, No. 2 (2006), p. 261 [6] Environmental Protection Administration Executive Yuan, http://www.epa.gov.tw/en/ [7] Baosteel Engineering & Technology Group Co., http://bsee.baosteel.com/english/
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
Mater., Vol. 138, No. 2 (2006), p. 261 [6] Environmental Protection Administration Executive Yuan, http://www.epa.gov.tw/en/ [7] Baosteel Engineering & Technology Group Co., http://bsee.baosteel.com/english/
Online since: December 2019
Authors: A.P.S. Selvadurai
Selvadurai1, a
1Department of Civil Engineering and Applied Mechanics, McGill University, 817 Sherbrooke Street West, Montreal, QC, Canada H3A 0C3
apatrick.selvadurai@mcgill.ca
Keywords: Dilatant fractures, interface mechanics, interface degradation, mathematical contact mechanics
Abstract.
The performance of fractures is crucial to engineering activities associated with geologic disposal of hazardous wastes and greenhouse gases and hydraulic fracturing designed to extract oil and gas and geothermal energy resources.
The hydro-mechanical performance of fractures and geological interfaces are therefore of major importance to engineering geosciences.
Contact Mechanics in the Engineering Sciences (Tech Science Press, 2010)
The performance of fractures is crucial to engineering activities associated with geologic disposal of hazardous wastes and greenhouse gases and hydraulic fracturing designed to extract oil and gas and geothermal energy resources.
The hydro-mechanical performance of fractures and geological interfaces are therefore of major importance to engineering geosciences.
Contact Mechanics in the Engineering Sciences (Tech Science Press, 2010)