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Online since: May 2007
Authors: Paul Kuentzmann, Tasadduq Khan
It is also worth mentioning that the International Civil Aviation Organization (ICAO), puts the
NOx reduction in cruise speed at its priority list.
Materials Technologies Structural materials for high temperature applications have greatly contributed to improve performances of civil and military aeroengines.
Chaboche, Computer Methods in Applied Mechanics and Engineering (2000), pp. 309-330
Materials Technologies Structural materials for high temperature applications have greatly contributed to improve performances of civil and military aeroengines.
Chaboche, Computer Methods in Applied Mechanics and Engineering (2000), pp. 309-330
Online since: December 2010
Authors: Fang Ran Zhao, Shu Fang Wang
Properties of Interface Structure Between
Ultra-Thin White Topping and Old Concrete Pavement
Fangran Zhaoa and Shufang Wangb
Airport College, Civil Aviation university of China, Tianjin, China
afrzhao@cauc.edu.cn, bshufang7788@yahoo.com.cn
Keywords: Concrete Pavement; Ultra-Thin White Topping; Interface; Bond Characteristic
Abstract.
[3] Kyong-ku Yun and Young-chan Suh, Journal of Civil Engineering, Vol3.No. 3/September 1999 p233~ 241
[3] Kyong-ku Yun and Young-chan Suh, Journal of Civil Engineering, Vol3.No. 3/September 1999 p233~ 241
Online since: October 2014
Authors: Mei Ling Li, Dong Xu Cui, Zhen Hua Mou
Study of intercity travel based on GIS spatial analysis
Mou Zhenhua1,a, Li Meiling1,b, Cui Dongxu1,c
1Department of Traffic Engineering, Shandong Jianzhu University, Fengming Rd.,
Lingangnan District, Jinan, China, 250101
amouzhenhua@163.com, blimeilinglml@163.com, cc-a-u@163.com
Keywords: Guangzhou and Foshan integration; intercity travel; travel characteristics; spatial distribution
Abstract.
From the career view, the students, retired and civil servants had higher split of metro mode than other career groups; and the enterprise managers, teachers and freelancers liked private car driving mode more than others; the peasants and unemployed used the intercity bus most; the characteristics all had inseparable relationship with the professionalism.
From career view, the one who have more free time is more likely to take a leisure travel, such as the students, civil servants and retired man; the professional technical persons take intercity travel mostly in the purpose of commuting and business.
From the career view, the students, retired and civil servants had higher split of metro mode than other career groups; and the enterprise managers, teachers and freelancers liked private car driving mode more than others; the peasants and unemployed used the intercity bus most; the characteristics all had inseparable relationship with the professionalism.
From career view, the one who have more free time is more likely to take a leisure travel, such as the students, civil servants and retired man; the professional technical persons take intercity travel mostly in the purpose of commuting and business.
Online since: September 2013
Authors: De Xin Zhou, Teng Da Ma, Ming Yu Song
Research of AMU Unit Fault Testability Based on Multi-signal Modeling and Fuzzy Decision
Dexin Zhou1, a, Mingyu Song1,b and Tengda Ma1,c
1 Aeronautical Automation College, Civil Aviation University of China, Tianjin, China
a dxzhou@cauc.edu.cn, b mingyuandya@126.com, c kainniak@126.com
Keywords: fault analysis; Multi-signal flow graphs; dependency matrix; trapezoid fuzzy number; diagnosis algorithm
Abstract.
Acknowledgements Project supported by the National Natural Science Foundation of China (Grant No. 61179044) and the Key Scientific Research Project of Civil Aviation University of China (Grant No.
Systems Engineering and Electronics, 30 (2008) 2274-2286
Acknowledgements Project supported by the National Natural Science Foundation of China (Grant No. 61179044) and the Key Scientific Research Project of Civil Aviation University of China (Grant No.
Systems Engineering and Electronics, 30 (2008) 2274-2286
Online since: August 2020
Authors: Ahmed M. Najemalden, Mahmoud D. Ahmed, Salah W. Ibrahim
Candidate at Civil Engineering Department, University of Mosul, Mosul, Iraq.
2Civil Engineering Department, University of Mosul, Mosul, Iraq
3Civil Engineering Department, University of Baghdad, Baghdad, Iraq
aahmed.najm@dpu.edu.krd, bdr_salah53@yahoo.com, cmahmoud_baghdad@yahoo.com
Keywords: Gypseous soil, artificial neural network, collapse potential, reliability analysis, uncertainty, Monte Carlo Simulation, probability of failure
Abstract.
Journal of Engineering Science and Technology, 15, (2020) 1236-1256
Wang, Reliability Analysis in Engineering Applications, Van Nostrand Reinhold, New York, (1992)
[12] U.S Army Corps of Engineers.
Engineering and Design: Introduction to Probability and Reliability Methods for Use in Geotechnical Engineering, Washington DC, (1997)
Journal of Engineering Science and Technology, 15, (2020) 1236-1256
Wang, Reliability Analysis in Engineering Applications, Van Nostrand Reinhold, New York, (1992)
[12] U.S Army Corps of Engineers.
Engineering and Design: Introduction to Probability and Reliability Methods for Use in Geotechnical Engineering, Washington DC, (1997)
Online since: September 2022
Authors: Noureddine Elmeiche, Hichem Abbad, Ismail Mechab, Nair Khiloun
Bending and Free Vibration Analysis of Functionally Graded Sandwich Pile on Elastic Foundation Using Rayleigh-Ritz Method
Nair Khiloun1,a*, Noureddine Elmeiche1,b, Hichem Abbad1,c, Ismail Mechab2,d
1Civil and Environmental Engineering Laboratory (LGCE), Department of Civil Engineering and publics’ works, Faculty of Technology,DjilaliLiabes University, BP89 Avenue ben M’hidi, 22000 Sidi Bel-Abbes, Algeria
2Laboratory of Mechanics and Physics of Materials (LMPM), Department of Mechanical Engineering, Faculty of Technology, DjilaliLiabes University, BP89 Avenue ben M’hidi, 22000 Sidi Bel-Abbes, Algeria
anair.khiloun@univ-sba.dz, bnoureddine.elmeiche@univ-sba.dz, chichem.abbad@univ-sba.dz, dismail.mechab@univ-sba.dz
*Corresponding author: Nair Khiloun nair.khiloun@univ-sba.dz
Keywords: Static and dynamic loading; Winkler -Pasternak elastic foundation; High-order theory; Rayleigh-Ritz method; Sandwich functionally graded material.
Introduction Piles are structural elements that are commonly used in Civil Engineering as deep foundations for large structures, such as nuclear power plants, bridges, towers, offshore structures, and even in situations where the soil surface layers present poor mechanical characteristics.
The study of the behavior of cylinders in free vibration is of particular interest in production engineering and product design.
It should be noted that, before using these cylinders, a theoretical analysis was conducted by several researchers in order to calculate their dynamic characteristics, such as vibration frequencies, buckling and stability, and also to help engineers to avoid possible damage or failure of structures due to harmonic excitations.
Soil Dynamics and Earthquake Engineering, 103(2017), 15–20
Introduction Piles are structural elements that are commonly used in Civil Engineering as deep foundations for large structures, such as nuclear power plants, bridges, towers, offshore structures, and even in situations where the soil surface layers present poor mechanical characteristics.
The study of the behavior of cylinders in free vibration is of particular interest in production engineering and product design.
It should be noted that, before using these cylinders, a theoretical analysis was conducted by several researchers in order to calculate their dynamic characteristics, such as vibration frequencies, buckling and stability, and also to help engineers to avoid possible damage or failure of structures due to harmonic excitations.
Soil Dynamics and Earthquake Engineering, 103(2017), 15–20
Online since: January 2012
Authors: Si Hai Luo, Tong Fa Deng, Yue Gui, Zhou Ming Wu
The Correlative Analysis of Testing Results of Dynamic Compaction Gravel Clay Foundation
Tongfa Deng 1, a, Zhouming Wu1,b, Yue Gui 2,c, Sihai Luo 1,d
1Jiangxi University of Science & Technology, GanZhou,Jingxi 341000,China
2 College of Civil Engineering, Kunming University of Science and Technology, Kunming,Yunnan, 650051,China
adbdtf@163.com, b 414255150@qq.com, c treq2010@163.com,ddrsoil@163.com,
Keywords: Dynamic Compaction, Plate Load Test(PLT), Standard Penetration, Dynamic Penetration, Correlative Analysis
Abstract.
Geotechnical Engineering World,2007,10(8):67-68.
(In Chinese) [4] The Standard of the Ministry of Communications .Geologic Investigation Code for Port Engineering(JTJ240-97),1998.
(In Chinese) [6] Editorial Committee of Engineering Geological Manual .
Engineering geological manual (The Fourth Edition) [M].Beijing:China Architecture & Building Press, 2006.
Geotechnical Engineering World,2007,10(8):67-68.
(In Chinese) [4] The Standard of the Ministry of Communications .Geologic Investigation Code for Port Engineering(JTJ240-97),1998.
(In Chinese) [6] Editorial Committee of Engineering Geological Manual .
Engineering geological manual (The Fourth Edition) [M].Beijing:China Architecture & Building Press, 2006.
Online since: September 2013
Authors: Hai Jun Xuan, Dong Ye, Lu Lu Liu
Nowadays, fifty percent of the civil large aircraft engine fan cases employ fiber winding enhance containment structure which were first used in type CF6-80C2 engine manufactured by GE company.
Roberts: Journal of Aerospace Engineering Vol. 22 (2009), p. 270 [25] C.
Binienda: Journal of Aerospace Engineering Vol. 25 (2011), p. 383 [28] X.
Littell: Journal of Aerospace Engineering Vol. 22 (2009), p. 310 [29] L.
Dorbala: Journal of Aerospace Engineering Vol. 22 (2009), p. 260 [31] M.
Roberts: Journal of Aerospace Engineering Vol. 22 (2009), p. 270 [25] C.
Binienda: Journal of Aerospace Engineering Vol. 25 (2011), p. 383 [28] X.
Littell: Journal of Aerospace Engineering Vol. 22 (2009), p. 310 [29] L.
Dorbala: Journal of Aerospace Engineering Vol. 22 (2009), p. 260 [31] M.
Online since: August 2013
Authors: Jing Zhou, Hong Yan Zheng, Guo Feng Yang, Ting Shun Li, Jia Kui Zhao, Hong Ouyang
BIM owns single data resource, it can solve the consistency problem between distributed, heterogeneous engineering data and the global shared matter, it also supports dynamic engineering information creation, management and sharing of the project’s life-cycle.
Power grid regulation also needs multi-dimension visualization. ④ During the planning, design and construction stage, both construction engineering and power grid regulation need to draw lots of paintings. ⑤ Construction engineering requires that BIM can be used during every stage, similarity; power grid regulation needs a persistent information model to ensure whole life persistent management applications.
In this BIM configuration, the building of power grid BIM actually equals to power to the whole life period engineering data accumulation, expansion, integration and application process.
The 14th national engineering design computer application academic conference proceedings. 2008
The civil engineering department of tsinghua university, Ma Zhiliang.
Power grid regulation also needs multi-dimension visualization. ④ During the planning, design and construction stage, both construction engineering and power grid regulation need to draw lots of paintings. ⑤ Construction engineering requires that BIM can be used during every stage, similarity; power grid regulation needs a persistent information model to ensure whole life persistent management applications.
In this BIM configuration, the building of power grid BIM actually equals to power to the whole life period engineering data accumulation, expansion, integration and application process.
The 14th national engineering design computer application academic conference proceedings. 2008
The civil engineering department of tsinghua university, Ma Zhiliang.
Online since: September 2017
Authors: Roman Kalamar, Chiara Bedon, Martina Eliášová
Advances in Civil Engineering, Volume 2016 (2016), Article ID 2604232, 14 pages, http://dx.doi.org/10.1155/2016/2604232
[3] Luible A, Crisinel M (2004).
Journal of Structural Engineering, 137(8): 803-810 [5] Bedon C, Amadio C (2015).
Engineering Structures 73(8): 85-99 [7] Foraboschi P (2009).
Engineering Structures, 79: 322-340 [10] Kalamar R, Bedon C, Eliášová M (2016).
Engineering Structures, 75: 457-46
Journal of Structural Engineering, 137(8): 803-810 [5] Bedon C, Amadio C (2015).
Engineering Structures 73(8): 85-99 [7] Foraboschi P (2009).
Engineering Structures, 79: 322-340 [10] Kalamar R, Bedon C, Eliášová M (2016).
Engineering Structures, 75: 457-46