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Online since: February 2013
Authors: Ting Lin Huang, Li Li Ye, Xin Sun
Theoretical analysis of the energy required for destratification of a stratified source reservoir
Xin Sun1, a*, Lili Ye1, b and Tinglin Huang1, c
1School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055 China
a*xinsunn@gmail.com, bmewwww@126.com, chuangtinglin@xauat.edu.cn
Keywords: Stratified source reservoir, thermal structure, destratification, energy
Abstract.
American Society of Civil Engineers, 134(2008):1772-1777
American Society of Civil Engineers, 342(2009):3941-3948.
American Society of Civil Engineers, 134(2008):1772-1777
American Society of Civil Engineers, 342(2009):3941-3948.
Online since: October 2011
Authors: Xin Feng Yin, Hui Peng, Jian Ren Zhang, Bo Xue Hu
Mechanical performance of bridge structures under the random dense vehicle loads
Hu boxue1,2; Zhang jianren1 ; Yin xinfeng1 ; Peng hui1
1School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha 410114, Hunan, China
2Hunan communications research institute, Changsha 410071, Hunan, China
Key words: random dense vehicle load; bridge structures; reliability evaluation; combination factor
Abstract: Based on the investigation of vehicle loads, the model of the random dense vehicle load was simulated, and three different degree dense vehicle loads were obtained with the simulated model.
Three different type bridge structures as the engineering basis, and three bridge structures was loaded by the simulated random loads as influence line method, the load effect of the maximal flexural moments and shearing forces at the mid-span were obtained under the designed load and the simulated loads, and thus the reliability evaluation of the three bridge structures were given.
China civil engineering journal,1997,30(5): 20-27
Three different type bridge structures as the engineering basis, and three bridge structures was loaded by the simulated random loads as influence line method, the load effect of the maximal flexural moments and shearing forces at the mid-span were obtained under the designed load and the simulated loads, and thus the reliability evaluation of the three bridge structures were given.
China civil engineering journal,1997,30(5): 20-27
Online since: October 2012
Authors: Li Jun Dou, Ying Yu Jin, Min Zhang
Non-linear Finite Element Analysis of EPS Module Shear Wall
Min Zhang1, a, Yingyu JIN1, b and Lijun Dou2, c
1Construction engineering institute Jilin University, Jilin, Changchun, 130026, China
2Key Research Lab for civil engineering earthquake resistance and disaster mitigation of Jilin province, Changchun Institute of Technology, Jilin, Changchun, 130012, China
a240373195@qq.com, bjinyy@jlu.edu.cn, cljdou63@163.com
Keywords: EPS Thermal Insulation Composite Wall; shear wall; finite element analysis; ANSYS; energy conservation
Abstract.
[4] Benguo He,Tianyu Chen,Yang Wang.ANSYS application in civil engineering intance of the third edition.
[4] Benguo He,Tianyu Chen,Yang Wang.ANSYS application in civil engineering intance of the third edition.
Online since: December 2012
Authors: Suched Likitlersuang, Siam Yimsiri, Suwasan Sudsaeng
Assessment of Liquid Saturations in Sand by Image Analysis
Suwasan Sudsaeng1,a, Siam Yimsiri2,b, and Suched Likitlersuang1,c
1Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand
2Department of Civil Engineering, Burapha University, Chonburi, Thailand
asuwasans@gmail.com, bysiam@buu.ac.th, cfceslk@eng.chula.ac.th
Keywords: optical density, liquid saturation, image analysis, immiscible fluid, unsaturated sand
Abstract.
This research is partly supported by the Faculty of Engineering, Burapha University (#CA1/2553).
This research is partly supported by the Faculty of Engineering, Burapha University (#CA1/2553).
Online since: October 2014
Authors: Robert Černý, Anna Krojidlová, Monika Čáchová, Dana Koňáková, Eva Vejmelková, Martin Keppert, Pavel Reiterman
Mechanical and Thermal Properties of Composites Containing Waste Coir Pith
ČÁCHOVÁ Monika1,a *, KOŇÁKOVÁ Dana1,b , VEJMELKOVÁ Eva1,c , KEPPERT Martin1,d, REITERMAN Pavel2,e , KROJIDLOVÁ Anna1,f
and ČERNÝ Robert1,g
1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic
2Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29 Prague 6, Czech Republic
amonika.cachova@fsv.cvut.cz, bdana.konakova@fsv.cvut.cz, ceva.vejmelkova@fsv.cvut.cz, dmartin.keppert@fsv.cvut.cz, epavel.reiterman@fsv.cvt.cz, fanna.krojidlova@fsv.cvut.cz, gcernyr@fsv.cvut.cz
Keywords: Coir pith, basic physical properties, mechanical properties, thermal properties.
Online since: July 2015
Authors: Noor Aliza Ahmad, Mohd Adib Mohammad Razi, Nurhazirah Mustaffa, Nurfarehan Zamanhuri, Azra Munirah Mat Daud, Sabariah Musa
THE STUDY ON EFFECTIVENESS AND FLOW CHARACTERISTIC
OF GRASSED SWALE DRAINAGE SYSTEM IN UTHM
Noor Aliza Ahmad1,a*, Nurhazirah Mustaffa2,b, Mohd Adib Mohammad Razi3,c,
Azra Munirah Mat Daud4,d, Sabariah Musa5,e, Nurfarehan Zamanhuri6,f
1,3,4,5 Faculty of Civil and Environmental Engineering
Department of Water and Environmental Engineering
Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor
2,6 Student of Faculty of Civil and Environmental Engineering, UTHM
aaliza@uthm.edu.my, beyramusseth@gmail.com, cadib@uthm.edu.my,
dazra@uthm.edu.my, esabariah@uthm.edu.my, fnurarean89@gmail.com
Keywords : grass swale; drainage system; hydraulic coefficient
Abstract
The drainage system is an infrastructure that requires systematic planning of construction which can function properly to reduce the risk of flooding.
Online since: December 2014
Authors: Can Huang, Yi Zhi Bu, Qing Hua Zhang
The Verification of Geometry Control Method for Cable-stayed Bridge
HUANG Can1,2,a, BU Yizhi3,b, ZHANG Qinghua3,c
1 CCCC Second Harbor Engineering Company LTD, Wuhan 430070, Hubei Province, China
2 State key laboratory of silicate materials for architectures, Wuhan University of Technology,
Wuhan 430070, China
3 School of Civil Engineering, South-West JiaoTong University, Chengdu 610031, Sichuan, China
a357041065@qq.com, b592512138@qq.com, c54283609@qq.com
Keywords: cable-stayed bridge; geometric nonlinearity; geometry control method; energy method
Abstract.
China Civil Engineering Journal, 2009, 42(7): 69-77 (in Chinese)
China Civil Engineering Journal, 2009, 42(7): 69-77 (in Chinese)
Online since: December 2014
Authors: Dan Wen Bao, Ya Chun Li, Rui Li
Study on Signal Warrant of Intersection Based on Traffic Efficiency
Rui Li1, a, Danwen Bao2, b and Yachun Li3, c
1College of Civil and Transportation Engineering, Hohai University, 1# Xikang Road, China 210098
2Collage of Civil Aviation, Nanjing University of Aeronautics and Astronautics, #29 Yu Dao Street, China 210016
3Shanghai Meihui Software Co.
Institute of Transportation Engineers. 2001, 71(1) [5] Xuesong Zhu, Albert Gan, L.David Shen.
Journal of Transportation Engineering. 2007, 133(3): 205-214 [7] Wenjing Pu, Liang Long, Xiaoguang Yang.
Institute of Transportation Engineers. 2001, 71(1) [5] Xuesong Zhu, Albert Gan, L.David Shen.
Journal of Transportation Engineering. 2007, 133(3): 205-214 [7] Wenjing Pu, Liang Long, Xiaoguang Yang.
Online since: February 2016
Authors: Luboš Řehounek, František Denk, Aleš Jíra
Influence of Dental Caries for Dental Materials and Their Micromechanical Properties
ŘEHOUNEK Luboš1,a *, JÍRA Aleš1,b and DENK František1,c
1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic
a,*rehoulub@fsv.cvut.cz, bjira@fsv.cvut.cz, cfrantisek.denk@fsv.cvut.cz
Keywords: Dental Filling; Micromechanics; Tooth Dentin; Tooth Enamel; Nanoindentation.
The micromechanical properties establishment was achieved by the nanoindentation method, using the NHT CMS Instruments nanoindenter equipped with the Berkovich corpuscle in the laboratories of Faculty of Civil Engineering, CTU in Prague.
Němeček, Nanoindentation of human tooth dentin, Key Engineering.
The micromechanical properties establishment was achieved by the nanoindentation method, using the NHT CMS Instruments nanoindenter equipped with the Berkovich corpuscle in the laboratories of Faculty of Civil Engineering, CTU in Prague.
Němeček, Nanoindentation of human tooth dentin, Key Engineering.
Precast Concrete Sheetpile for the Stabilization of Road Embankment on Soft Ground Adjacent to River
Online since: June 2014
Authors: Ong Chong Yong, Nur Fadilah
Precast Concrete Sheetpile For The Stabilization of Road Embankment on Soft Ground Adjacent to River
Nur Fadilah1, a, Chong Yong Ong2, b and Kok Keong Choong3,c
1Rivo Precast Sdn Bhd, Lot 5127, Batu 6, Jalan Kenangan Off Jalan Meru, 41050 Klang, Selangor Darul Ehsan, MALAYSIA
2,3School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Seberang Perai Selatan, Pulau Pinang, MALAYSIA
arivoprecast@gmail.com, bcekkc@eng.usm.my
Keywords: road embankment; road settlement; soft ground; precast concrete sheet pile system
Abstract.
Mouchel, Francois Hennebique ( 1842-1921 ), Reinforced Concrete Pioneer, Proceeding of the ICE – Civil Engineering, Volume 126, Issue 2, 1998, pp. 86-95 [2] G.E.
Mouchel, Francois Hennebique ( 1842-1921 ), Reinforced Concrete Pioneer, Proceeding of the ICE – Civil Engineering, Volume 126, Issue 2, 1998, pp. 86-95 [2] G.E.