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Online since: August 2013
Authors: Dao Bin Ji, Nian San Hu, Yu Ling Huang, Wei Ping Yin, Tao Xie, Yi Li, Jia Fei Zhou
Three-dimensional Water Temperature and Hydrodynamic Simulation of Xiangxi River Estuary
Weiping Yin 1,a, Daobing Ji 1*,b, Niansan Hu 2,c, Tao Xie 1,d, Yuling Huang 1,e,
Yi Li3,f and Jiafei Zhou 1,g
1College of Hydraulic & Environmental Engineering, China Three Gorges University, Yichang, Hubei, 443002, China
2College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei, 443002, China.
3 School of Water Resources & Hydropower Engineering, Wuhan University, Wuhan,Hubei 430072, China.
World Environmental and Water Resources Congress 2009: Great Rivers, May 17, 2009 - May 21, 2009, Vol. 342 Kansas City, MO, United states: American Society of Civil Engineers, 2009, pp. 3941-3948
Journal of Hydraulic Engineering,2011,01:19-26
Journal of Hydraulic Engineering,1996,08:77-83
Civil Engineering Studies, Hydraulic Series, 2001, 68
World Environmental and Water Resources Congress 2009: Great Rivers, May 17, 2009 - May 21, 2009, Vol. 342 Kansas City, MO, United states: American Society of Civil Engineers, 2009, pp. 3941-3948
Journal of Hydraulic Engineering,2011,01:19-26
Journal of Hydraulic Engineering,1996,08:77-83
Civil Engineering Studies, Hydraulic Series, 2001, 68
Online since: May 2012
Authors: Bing Guo, Zhao Zhang, Gui Xiang Chen, Jiu Le Song
The review of project management based on the theory of constraints and critical chain
Zhao Zhang1, a, Bing Guo2, b, Guixiang Chen3, c and Jiule Song 4, d
1 School of Economics & Management, Tongji University, Shanghai, China
2 School of Civil Engineering and Architecture, Xinxiang University, Xinxiang, China
3 School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, China
4 School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, China
a392247728@qq.com, bgbchch@163.com, cchen-guixiang@163.com, dsongjiule@hotmail.com
Keywords: Theory of Constraint, Critical Chain, Research.
The application into construction engineering.
Extender the application of theory of constraint and critical chain into large and complex engineering based on the network technique, such as Municipal Engineering, metro engineering and Hydraulic Engineering.
Industrial Engineering Journal, Vol. 8, No.2 (2005), P.4-6 [15] Z.
Value Engineering, Vol. 10 (2010), P.88-90 [20] C.
The application into construction engineering.
Extender the application of theory of constraint and critical chain into large and complex engineering based on the network technique, such as Municipal Engineering, metro engineering and Hydraulic Engineering.
Industrial Engineering Journal, Vol. 8, No.2 (2005), P.4-6 [15] Z.
Value Engineering, Vol. 10 (2010), P.88-90 [20] C.
Online since: May 2015
Authors: Wei Ting Lin, Yuan Chieh Wu
Seismic Response for a One-third Scale-Down Vertical Cylindrical Cask Specimen using Shaking Table Testing
Wei-Ting Lin1,2,a and Yuan-Chieh Wu2,b
1Department of Civil Engineering, National Ilan University, Ilan, Taiwan
2Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taoyuan, Taiwan
awtlin@niu.edu.tw, bycwu@iner.gov.tw
Keywords: Shaking Table Test, Finite Element Model, Dry Storage Cask.
In order to verify the often-used analysis method for the seismic response of the cask in engineering practice, the explicit finite element software LS-DYNA was adopted to generate the finite element model of the scale cask with the cask/pad interface modeled by Coulomb’s law of friction and to simulate the shaking table tests.
This study was aimed to carry out to cast a 1/3 scale-down vertical cylindrical cask specimens with reinforced concrete of the INER-HPS cask and evaluate the performances using the shaking table test at National Center for Research on Earthquake Engineering in Taiwan.
And the designed scale-down vertical cylindrical cask specimen tested in shaking table is a successful case of the civil engineering and nuclear energy industry field in Taiwan.
In order to verify the often-used analysis method for the seismic response of the cask in engineering practice, the explicit finite element software LS-DYNA was adopted to generate the finite element model of the scale cask with the cask/pad interface modeled by Coulomb’s law of friction and to simulate the shaking table tests.
This study was aimed to carry out to cast a 1/3 scale-down vertical cylindrical cask specimens with reinforced concrete of the INER-HPS cask and evaluate the performances using the shaking table test at National Center for Research on Earthquake Engineering in Taiwan.
And the designed scale-down vertical cylindrical cask specimen tested in shaking table is a successful case of the civil engineering and nuclear energy industry field in Taiwan.
Online since: August 2010
Authors: Rong Fu, Sha Qi Ma, Kun Ye
Modified analytical expression of damping constant in the Hertz contact
model with Non-linear damping for structural pounding
Kun Ye1,a, Rong Fu2,b and Shaqi Ma3,c
1
College of Civil Engineering and Mechanics, Huazhong University of Science and Technology,
Wuhan 430074, China
2
Wenhua College, Huazhong University of Science and Technology, Wuhan 430074, China
3
College of Civil Engineering and Mechanics, Huazhong University of Science and Technology,
Wuhan 430074, China
a
kun.ye@mail.hust.edu.cn, b
furonglm@126.com, c
msq169@yahoo.com.cn
Keywords: Structural Pounding; Earthquake; Hertz model; Non-linear damping; Coefficient of
restitution
Abstract.
Earthquake Engineering and Structural Dynamics, 1992, 21(3): 253-274
Earthquake Engineering and Structural Dynamics, 2005, 34(6): 595-611
Earthquake Engineering and Structural Dynamics, 2006, 35(7): 811-828
Department of Civil and Environmental Engineering, Georgia Institute of Technology, 2003.
Earthquake Engineering and Structural Dynamics, 1992, 21(3): 253-274
Earthquake Engineering and Structural Dynamics, 2005, 34(6): 595-611
Earthquake Engineering and Structural Dynamics, 2006, 35(7): 811-828
Department of Civil and Environmental Engineering, Georgia Institute of Technology, 2003.
Online since: December 2024
Authors: Olena Kuleba, Ihor Mamontov, Nina Rashkevich, Yurii Otrosh
Fire is a significant hazard to civil infrastructure, including bridges.
Engineering Structures, 198 (2019) 109542
Engineering Structures. 245 (2021) 112988
Key Engineering Materials, 952 (2023) 121-129
Engineering Structures, 54 (2013) 207-220
Engineering Structures, 198 (2019) 109542
Engineering Structures. 245 (2021) 112988
Key Engineering Materials, 952 (2023) 121-129
Engineering Structures, 54 (2013) 207-220
Online since: August 2013
Authors: Soheil Mohammadi, Shahrokh Shahi
A Multiscale Finite Element Simulation of Human Aortic Heart Valve
Shahrokh Shahi1, a, Soheil Mohammadi1, b
1School of Civil Engineering, University of Tehran, Tehran, Iran
ashahi.shahrokh@ut.ac.ir, bsmoham@ut.ac.ir
Keywords: Biomechanical simulations, Multiscale, Finite element, Aortic valve, Tissue engineering.
Kaazempur Mofrad: Cardiovascular Engineering Vol. 7 (2007), p. 140 [3] C.J.
Sacks: Transactions-American Society of Mechanical Engineers Journal of Biomechanical Engineering Vol. 122 (2000), p. 23 [6] E.J.
Kunzelman: Annals of Biomedical Engineering Vol. 26 (1998), p. 534 [11] G.A.
Holzapfel: Nonlinear solid mechanics: a continuum approach for engineering, (Wiley, 2000)
Kaazempur Mofrad: Cardiovascular Engineering Vol. 7 (2007), p. 140 [3] C.J.
Sacks: Transactions-American Society of Mechanical Engineers Journal of Biomechanical Engineering Vol. 122 (2000), p. 23 [6] E.J.
Kunzelman: Annals of Biomedical Engineering Vol. 26 (1998), p. 534 [11] G.A.
Holzapfel: Nonlinear solid mechanics: a continuum approach for engineering, (Wiley, 2000)
Online since: October 2011
Authors: J.O. Ehiorobo, Ashraf A. Beshr, M.O. Ehigiator, R. Irughe Ehigiator
Journal of strain Analysis for Engineering Design 1997 Vol. 12 (4) Pp 339-348
Vertical cylindrical tank with angular Geomatrical impection” journal of civil Engineering and management (2005) Vol XI Pp 175-183, Donesk, Ukraine
Analysis of displacements and stresses in oil storage tanks caused by differential settlement” Proceedings of Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 203 (1989) 60-70
Application of First Order design problem to Building Construction Surveying networks Journal of Engineering Sciences, Faculty of engineering, S, Zagazig University, Shobra, Egypt, 1991
Environmental Safety and Monitoring of Crude Oil Storage tanks at the Forcados Terminal” M.Eng Thesis, Department of Civil Engineering, University of Benin, Benin City, 2004
Vertical cylindrical tank with angular Geomatrical impection” journal of civil Engineering and management (2005) Vol XI Pp 175-183, Donesk, Ukraine
Analysis of displacements and stresses in oil storage tanks caused by differential settlement” Proceedings of Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 203 (1989) 60-70
Application of First Order design problem to Building Construction Surveying networks Journal of Engineering Sciences, Faculty of engineering, S, Zagazig University, Shobra, Egypt, 1991
Environmental Safety and Monitoring of Crude Oil Storage tanks at the Forcados Terminal” M.Eng Thesis, Department of Civil Engineering, University of Benin, Benin City, 2004
Online since: January 2011
Authors: Nai Zhi Zhao, Shi Yan
A new structural health monitoring system for composite plate
Naizhi ZHAO1,2,a, Shi Yan1,2,b
1School of Civil Engineering, Shenyang Jianzhu University, Liaoning, China 110168
2School of Civil and Hydraulic Engineering, Dalian University of Technology, Liaoning, China 116024
azhaonaizhi@163.com, b syan1962@163.com
Keywords: Time reversal, Lamb wave, Damage detection, Piezoelectric Wafer, wavelet transform
Abstract.
Damage Assessment in Layered Composites using Spectral Analysis and Lamb Wave, Science Direct: Composites,Part B: Engineering, 38:800-809.
Damage Assessment in Layered Composites using Spectral Analysis and Lamb Wave, Science Direct: Composites,Part B: Engineering, 38:800-809.
Online since: August 2011
Authors: Yoo Jae Kim, Tom Harmon, Byoung Hee You
High Performance Precast Wall Panels with Shear Transfer Provided by Carbon Fiber Grid
Yoo Jae Kim1,a, Tom Harmon2,b and Byoung Hee You1,c
1Department of Engineering Technology, Texas State University-San Marcos
2Department of Civil Engineering, Washington University in St Louis
ayk10@txstate.edu, btharm@wustl.edu, cby12@txstate.edu
Keywords: Wall Panels, Insulated, Composite, Design, Testing
Abstract.
Thesis, Department of Civil, Construction and Environmental Engineering, North Carolina State University, Raleigh, NC, 2008.
Thesis, Department of Civil, Construction and Environmental Engineering, North Carolina State University, Raleigh, NC, 2008.
Online since: November 2012
Authors: Bin Jia, Nai Qing Meng, Chuan Li Deng, Zhen Weng Jia Ding
Experimental study on bending behavior of the wood beams in historic building with CFRP sheets
Naiqing Meng 1,a, Chuanli Deng 1, zhenwengjiaDing1, Bin Jia2,b
1 Department of Engineering, Tibet University, Lhasa, 850000, Tibet, China;
2 Department of Civil Engineering and Architecture, Southwest University of Science
and Technology, MianYang, 621010, SiChuan, China
a 77637391 @qq.com, b jiabin@swust.edu.cn
Keywords: Wood beams; CFRP; Reinforcement
Abstract.
China Civil Engineering Journal, 2007, 40(8): 41246.
China Civil Engineering Journal, 2007, 40(8): 41246.