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Online since: August 2020
Authors: John Patrick B. Avenido, Jinky Marie S. Manalo, Deo S. Perez, Neslyn L. Principio
Procedia engineering, 14 (2011) 2666–2672
Procedia engineering 171 (2017) 543 – 548
International Journal of Civil Structural Engineering Volume 6, No. 1, 2015
Journal of the South African institution of civil engineering, 60(1), 21-30, 2018
Engineering Journal Volume 18 Issue 3, 2014
Procedia engineering 171 (2017) 543 – 548
International Journal of Civil Structural Engineering Volume 6, No. 1, 2015
Journal of the South African institution of civil engineering, 60(1), 21-30, 2018
Engineering Journal Volume 18 Issue 3, 2014
Online since: September 2013
Authors: Wei Li, Hai Feng Zhao, Wei Liu, Hao Pu
Bidirectional Dynamic Programming Approach for Highway Alignment Optimization
Wei Li1, a, Hao Pu1,b , Haifeng Zhao1,c , Wei Liu1,d
1School of Civil Engineering, Central South University, Changsha 410075, China
aleewei@csu.edu.cn, bdigiroad@163.com, czhaohaifeng2011@gmail.com, dcsulw2008@163.com
Keywords: highway alignment, alignment optimization, dynamic programming, direction acceleration method
Abstract.
But it is a very complex engineering problem.
Williman, A variational approach to optimal route location, Highway Engineers.
Canale, Numerical Methods for Engineers, McGraw-Hill, New York (2006)
De Smith, Determination of gradient and curvature constrained optimal paths, Computer-Aided Civil and Infrastructure Engineering.
But it is a very complex engineering problem.
Williman, A variational approach to optimal route location, Highway Engineers.
Canale, Numerical Methods for Engineers, McGraw-Hill, New York (2006)
De Smith, Determination of gradient and curvature constrained optimal paths, Computer-Aided Civil and Infrastructure Engineering.
Online since: May 2012
Authors: Xiao Yi Sun, Juan Hu, Sheng Jun Jiao
Computer simulation is a engineering technology with the development of computer hardware and general-purpose finite element software.
Application of ANSYS in Civil Engineering[M].
Application of Algor and Ansys in bridge engineering[M].
Beijing, China: Journal of Civil Engineering, 2003.
Journal of Railway Engineering[J]. 2010(8):39-42.
Application of ANSYS in Civil Engineering[M].
Application of Algor and Ansys in bridge engineering[M].
Beijing, China: Journal of Civil Engineering, 2003.
Journal of Railway Engineering[J]. 2010(8):39-42.
Online since: August 2011
Authors: Xi Yuan Liu, Xiao Yue Zhang, Xin Li, Ming Zhang, Xiu Juan Zheng
Design Study of Prestressed Uplift Cast-in-place Pile
Xiyuan Liu1,2,a, Xiaoyue Zhang2,b, Xin Li 3, Ming Zhang 3,Xiujuan Zheng3
1 Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China
2 School of Civil Engineering, Hebei University of Technology, Tianjin, 300401,China
3 Tianjin Research Institute of Building Science, Tianjin, 300193, China
aliuxiyuan721@126.com, bmoon870114@163.com
Key words:uplift cast-in-place pile, prestressing tendon, bearing capacity, reinforcement, crack
Abstract: In foundation, crack width of uplift cast-in-place pile will exceed the limit of code.
In recent years, prestressed uplift cast-in-place pile has been used to control concrete cracks of pile body in engineering application practice.
However, because prestressed uplift cast-in-place pile is a very complex mechanical system, its engineering design and construction methods are still at semi-experience and semi-theory state, and there are not mature design and construction criteria.
In the engineering of the central plaza, Nk is 3272KN.
In practical engineering, it has the popularity value.
In recent years, prestressed uplift cast-in-place pile has been used to control concrete cracks of pile body in engineering application practice.
However, because prestressed uplift cast-in-place pile is a very complex mechanical system, its engineering design and construction methods are still at semi-experience and semi-theory state, and there are not mature design and construction criteria.
In the engineering of the central plaza, Nk is 3272KN.
In practical engineering, it has the popularity value.
Online since: February 2011
Authors: Da Zhi Wu, Zhen Ying Zhang
Study on the Properties of Natural Shear Strength for Municipal Solid Waste
Zhang zhen-ying1,a and Wu da-zhi1,b
1School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018
azhangzhenyinga@163.com, bwdz@hz.com
Keywords: municipal solid waste; natural shear strength; laboratory test; cohesion; internal friction angle.
The author suggests that the critical strain should to be selected according to the practical engineering.
[4] Zhang zaiming, in: Study on the Developing Geo-Environmental Engineering [J], Journal of Civil Engineering, 2001, 34(2):1-6
[5] Qian xuede and Guo zhiping, in: Engineering Properties of Municipal Solid Waste [J], Chinese Journal of Geotechnical Engineering, 1998, 20(5):1-6
On Mechanic Automation and Control Engineering, Wuhan, China. 1566-1568
The author suggests that the critical strain should to be selected according to the practical engineering.
[4] Zhang zaiming, in: Study on the Developing Geo-Environmental Engineering [J], Journal of Civil Engineering, 2001, 34(2):1-6
[5] Qian xuede and Guo zhiping, in: Engineering Properties of Municipal Solid Waste [J], Chinese Journal of Geotechnical Engineering, 1998, 20(5):1-6
On Mechanic Automation and Control Engineering, Wuhan, China. 1566-1568
Online since: May 2011
Authors: Yin Gu, Wei Dong Zhuo, Ying Sun, Shang Guan Ping
A Practical Performance-based Seismic Design Method for Regular Highway Bridges
Ying Suna, Ping ShangGuanb, Yin Guc, Weidong Zhuo*, d
College of Civil Engineering, Fuzhou University, Fujian, P.
[3] Yong Huang: Journal of Earthquake Engineering and Engineering Vibration Vol.28 (2008), p.20-26,in Chinese
[5] Hongwang Ma: Journal of Earthquake Engineering and Engineering Vibration Vol. 27(2007), p.45-50,in Chinese
[6] Dongsheng Wang, Hongnan Li, Ying-hua Zhao: China Civil Engineering Journal Vol. 39 (2006), p.80-86,in Chinese
[12] Smith K.G: Engineering Structure Vol. 23(2001), p.72-81
[3] Yong Huang: Journal of Earthquake Engineering and Engineering Vibration Vol.28 (2008), p.20-26,in Chinese
[5] Hongwang Ma: Journal of Earthquake Engineering and Engineering Vibration Vol. 27(2007), p.45-50,in Chinese
[6] Dongsheng Wang, Hongnan Li, Ying-hua Zhao: China Civil Engineering Journal Vol. 39 (2006), p.80-86,in Chinese
[12] Smith K.G: Engineering Structure Vol. 23(2001), p.72-81
Online since: April 2014
Authors: Ya Pin Yang
Study on Green Construction Technology Innovation Network Organization Function
Yapin Yang 1,a
1 College of civil engineering of Hunan University, Hunan Changsha
aemail: yangyp@hnu.edu.cn
Keywords: Enterprise Leading; Green Construction; Technology Innovation; Network Organization
Abstract.
Introduction At present construction work of technical innovation in China is facing on engineering technology complex, engineering requirements urgency, lack of innovation capability and many other issues.
The demand will always be able to even grasp the first time ahead of engineering and technology and lead organizational innovation. the network organization of Leading enterprises as chief is responded to stimuli in the external environment and to meet their own resources due to leading by the dual-level technical requirements of external needs for the national level and the industry level and internal needs for development of their own capacity.
Value engineering, Vol. 22 (2010), p. 32–33 [5]Zeng,S.
Journal of Construction Engineering and Management, Vol. 130(2004), p.570-575 [10] Jingqin Su, Yanzhang Wang: Cooperative technology innovation theory and mechanism.
Introduction At present construction work of technical innovation in China is facing on engineering technology complex, engineering requirements urgency, lack of innovation capability and many other issues.
The demand will always be able to even grasp the first time ahead of engineering and technology and lead organizational innovation. the network organization of Leading enterprises as chief is responded to stimuli in the external environment and to meet their own resources due to leading by the dual-level technical requirements of external needs for the national level and the industry level and internal needs for development of their own capacity.
Value engineering, Vol. 22 (2010), p. 32–33 [5]Zeng,S.
Journal of Construction Engineering and Management, Vol. 130(2004), p.570-575 [10] Jingqin Su, Yanzhang Wang: Cooperative technology innovation theory and mechanism.
Online since: July 2011
Authors: Yun Fei Wang, Li Ping Wang, Fu Ping Zhong, Huai Bao Chu
Study on the Soil Slope Stability Based on the Support Vector Machine
Yunfei Wang 1,a, Liping Wang 1, Fuping Zhong 2 and Huaibao Chu 1
1School of civil engineering Henan polytechnic university Jiaozuo Henan 454000 China
2School of safe science and engineering Henan polytechnic university Jiaozuo Henan 454000 China
awyf_ustb@126.com
Keywords: slope engineering stability the support vector machine.
For a certain slope engineering, thanks to the scope of its is relative small, these factors such as geology, topography, the height and angle of slope, the annual rainfall are often treated as some certain ones, but other ones such as engineering activity, earthquakes are often treated as some random ones due to the random occurrence, thus the stability of slope engineering possess the characteristics of randomness and uncertainty.
Because the slope engineering involved more and more in the infrastructure, like the hydraulic engineering, the road engineering, the municipal engineering and the mining engineering and so on, therefore it has the vital practical significance for studying the stability of slope engineering.
Engineering Application of Support Vector Machine.
The data is commonly very limited for the actual engineering.
For a certain slope engineering, thanks to the scope of its is relative small, these factors such as geology, topography, the height and angle of slope, the annual rainfall are often treated as some certain ones, but other ones such as engineering activity, earthquakes are often treated as some random ones due to the random occurrence, thus the stability of slope engineering possess the characteristics of randomness and uncertainty.
Because the slope engineering involved more and more in the infrastructure, like the hydraulic engineering, the road engineering, the municipal engineering and the mining engineering and so on, therefore it has the vital practical significance for studying the stability of slope engineering.
Engineering Application of Support Vector Machine.
The data is commonly very limited for the actual engineering.
Online since: May 2011
Authors: Md. Safiuddin, Md. Abdus Salam, Mohd Zamin Jumaat
Abdus Salam2,b, and Mohd Zamin Jumaat2,c
1Department of Civil and Environmental Engineering, Faculty of Engineering,
University of Waterloo, 200 University Avenue West, Waterloo, Ontario, Canada N2L 3G1
2Department of Civil Engineering, Faculty of Engineering, University of Malaya,
50603 Kuala Lumpur, Malaysia
amsafiudd@engmail.uwaterloo.ca, bmasalam139@gmail.com, czamin@um.edu.my
Keywords: Filling ability; palm oil fuel ash; passing ability; segregation resistance; self-consolidating concrete.
Since then the use of SCC in civil engineering structures has been remarkably increased.
Okamura, in: Proceedings of the Second East-Asia and Pacific Conference on Structural Engineering and Construction (EASEC-2), Vol. 1, Chiang Mai, Thailand (1989), p. 445
Hamid, in: Proceedings of the 6th Asia-Pacific Structural Conference on Engineering and Construction (APSEC 2006), Kuala Lumpur, Malaysia (2006), p.
Jumaat: accepeted in Journal of Civil Engineering and Management (2010)
Since then the use of SCC in civil engineering structures has been remarkably increased.
Okamura, in: Proceedings of the Second East-Asia and Pacific Conference on Structural Engineering and Construction (EASEC-2), Vol. 1, Chiang Mai, Thailand (1989), p. 445
Hamid, in: Proceedings of the 6th Asia-Pacific Structural Conference on Engineering and Construction (APSEC 2006), Kuala Lumpur, Malaysia (2006), p.
Jumaat: accepeted in Journal of Civil Engineering and Management (2010)
Online since: November 2016
Authors: Aswathy Komalan, Dhanya Krishnan
Static and Free Vibration Analysis of Structures Composed of Functionally Graded Materials with Random Material Properties
Aswathy Komalan1, a,*, Dhanya Krishnan 2, b
1Post Graduate student, Department of Civil Engineering, Amal Jyothi College of Engineering Kottayam, Kerala, India
2Assistant Professor, Department of Civil Engineering, Amal Jyothi College of Engineering Kottayam, Kerala, India
aaswathykomalan1992@gmail.com, bDhanyakrishnan@amaljyothi.ac.in
Keywords: functionally graded material, finite element method, static analysis, free vibration
Abstract: Functionally graded materials (FGMs) have mechanical properties that vary continuously from one phase to another within a confined volume.
Recently, a class of composite materials viz., FGMs has drawn much attention in many engineering applications.
[5] J.N.Reddy, Analysis of functionally graded plates, International in Journal for Numerical Methods in Engineering. 47(2000), 663-84
Engineering statistics.
Akinlabi, Functionally graded material: An overview, Proceeding of the world congress on engineering. 3(2012), 4-6
Recently, a class of composite materials viz., FGMs has drawn much attention in many engineering applications.
[5] J.N.Reddy, Analysis of functionally graded plates, International in Journal for Numerical Methods in Engineering. 47(2000), 663-84
Engineering statistics.
Akinlabi, Functionally graded material: An overview, Proceeding of the world congress on engineering. 3(2012), 4-6