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Online since: February 2012
Authors: Shi Wei Zhao, Wen Fang Qu, Guo Wei
Research of Stochastic Control on Aviation Supplies Inventory
Guo WEI 1, a, Shiwei ZHAO 1,b, Wenfang QU 2,c
1Engineering Techniques Training Center, Civil Aviation University of China, Tianjin, China
2Aeronautical Automation College, Civil Aviation University of China, Tianjin, China
aweiguocauc@126.com, bzhaowxj@163.com, cwwgg_@126.com
Keywords: aviation supplies; inventory; stochastic control; modeling;
Abstract.
System of Aviation Supplies Inventory Modeling Introduction of aviation supplies’ operating process The Civil aviation enterprise must be followed a lot of regulations.
As the civil aviation enterprise normative operation, the "Maintenance and Production - Inventory- aviation supplies Supplement” system can be taken as a general physical system, shown in Fig.2, which provides possibility for aviation supplies inventory control strategies by the engineering control theory. [3] On other hand, aviation supplies inventory system is an uncertain system.
The result shows: (1) From the engineering point of view that the number of different dates tire consuming is independent of each other and the correlation of different date loss is weak
References [1] Chendong Ji, the Research of Air Material Support System on China Southern Airlines Dalian Branch, Dalian University of Technology(2005) [2] Aiyun He, An Introduction of the Air Supply Stock Management of United Airlines, Civil Aviation Economy and Technology, No.227(2011), p.11-14 [3] Shiwei Zhao, Keqiang Hua, Research of MRAC on Intervals between Arriving Flights Controlling, 2010 Chinese Control and Decision Conference(2010), p.4064-4067 [4] Keqiang Hua, Wenfang Qu, Aviation Supplies Inventory Data Analysis and the Study of the Optimal Inventory, Aviation Maintenance & Engineering(2011/4), p.68-70, [5] Yang Yu, Qiuyuan Wang, Problems of Singular Stochastic Control with Stopping Drift and Diffusion, Control Theory and Applications, Vol.27(2010), p.431-436
System of Aviation Supplies Inventory Modeling Introduction of aviation supplies’ operating process The Civil aviation enterprise must be followed a lot of regulations.
As the civil aviation enterprise normative operation, the "Maintenance and Production - Inventory- aviation supplies Supplement” system can be taken as a general physical system, shown in Fig.2, which provides possibility for aviation supplies inventory control strategies by the engineering control theory. [3] On other hand, aviation supplies inventory system is an uncertain system.
The result shows: (1) From the engineering point of view that the number of different dates tire consuming is independent of each other and the correlation of different date loss is weak
References [1] Chendong Ji, the Research of Air Material Support System on China Southern Airlines Dalian Branch, Dalian University of Technology(2005) [2] Aiyun He, An Introduction of the Air Supply Stock Management of United Airlines, Civil Aviation Economy and Technology, No.227(2011), p.11-14 [3] Shiwei Zhao, Keqiang Hua, Research of MRAC on Intervals between Arriving Flights Controlling, 2010 Chinese Control and Decision Conference(2010), p.4064-4067 [4] Keqiang Hua, Wenfang Qu, Aviation Supplies Inventory Data Analysis and the Study of the Optimal Inventory, Aviation Maintenance & Engineering(2011/4), p.68-70, [5] Yang Yu, Qiuyuan Wang, Problems of Singular Stochastic Control with Stopping Drift and Diffusion, Control Theory and Applications, Vol.27(2010), p.431-436
Online since: June 2016
Authors: Ladislav Řoutil, David Lehký, Drahomír Novák, Ondrej Slowik
The joint research on the development of prefabricated structural elements is carried out in cooperation of Brno University of Technology (Faculty of Civil Engineering, Institute of Structural Mechanics), University of Natural Resources and Life Sciences (Department of Civil Engineering and Natural Hazards, Institute of Structural Engineering) and Franz Oberndorfer GmbH & Co KG.
Krug, Experimental-computational determination of mechanical fracture parameters of concrete for probabilistic life-cycle assessment, in: Proceedings of the Fourth International Symposium on Life-Cycle Civil Engineering (IALCCE 2014), 2014, Tokyo, Japan, pp. 801–807
American Society of Civil Engineers, pp. 147–156
Novak, An Advanced Engineering Software for Probabilistic-based Assessment of Concrete Structures Using Nonlinear Fracture Mechanics, in: Proceedings of Applications of Statistics and Probability in Civil Engineering, 2003, Rotterdam, Millpress
Teply, FReET: Software for the statistical and reliability analysis of engineering problems and FReET-D: Degradation module, Advances in Engineering Software 72 (2014) 179–192.
Krug, Experimental-computational determination of mechanical fracture parameters of concrete for probabilistic life-cycle assessment, in: Proceedings of the Fourth International Symposium on Life-Cycle Civil Engineering (IALCCE 2014), 2014, Tokyo, Japan, pp. 801–807
American Society of Civil Engineers, pp. 147–156
Novak, An Advanced Engineering Software for Probabilistic-based Assessment of Concrete Structures Using Nonlinear Fracture Mechanics, in: Proceedings of Applications of Statistics and Probability in Civil Engineering, 2003, Rotterdam, Millpress
Teply, FReET: Software for the statistical and reliability analysis of engineering problems and FReET-D: Degradation module, Advances in Engineering Software 72 (2014) 179–192.
Online since: January 2013
Authors: Wen Yi, Chang Zi Qu, Yong He Wang, Zi Xin Xie
The research on the liquid plastic limit of completely weathered granite improved soil
Wen Yi 1,2,a, Yonghe Wang 2,b, Zixin Xie 1,c and Changzi Qu 2,3,e
1.Civil Engineering Institute, Central South University of Forestry and Technology, Changsha City Shaoshan South Road 498, Hunan Province, China, 410004
2.Civil Engineering Institute, Central South University, Changsha City Shaoshan South Road 498,Hunan Province, China, 410004
3.
Civil Engineering Institute, Xiangtan University, Hunan Province, Xiangtan City,China a.yiwengangbiao@163.com,ayhwang45@csu.edu.cn,c270359351@qq.com,d50439260@qq.com Key words: granite; improved soil; plasticity index; research Abstract: In this paper, we studied mechanics characteristic of whole weathered granite improved soil.
Test methods System test researches of the strength and expansion rate on the full weathering granite under the different compaction conditions were made according to code for soil test of Railway Engineering (TB10102-2004).
The liquid plastic limit test of plain soil and improved soil were strictly done according to code for soil test of Railway Engineering ( TB10102-2004).
(1) Summary In the tests, we can find the engineering properties of yellow weathered granite are slightly better than that of the red one, that of the grey one is the worst.
Civil Engineering Institute, Xiangtan University, Hunan Province, Xiangtan City,China a.yiwengangbiao@163.com,ayhwang45@csu.edu.cn,c270359351@qq.com,d50439260@qq.com Key words: granite; improved soil; plasticity index; research Abstract: In this paper, we studied mechanics characteristic of whole weathered granite improved soil.
Test methods System test researches of the strength and expansion rate on the full weathering granite under the different compaction conditions were made according to code for soil test of Railway Engineering (TB10102-2004).
The liquid plastic limit test of plain soil and improved soil were strictly done according to code for soil test of Railway Engineering ( TB10102-2004).
(1) Summary In the tests, we can find the engineering properties of yellow weathered granite are slightly better than that of the red one, that of the grey one is the worst.
Online since: January 2012
Authors: Xiao Ming Yang, Chuang Du, Ning Li Li
Performance Analysis of Concrete-filled Steel Tube Column
and Reinforced Concrete Column under Axial Compression
Chuang Du1,2,a, Xiaoming Yang1,2 and Ningli LI1,2
1College of Civil Engineering, Hebei University of Technology, Tianjin, 300401,China
2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401,China
aduch1976@sohu.com
Keywords: Concrete-filled steel tube, Reinforced concrete, Nonlinear, Bearing capacity, Ductility
Abstract.
So, it is necessary to study the performance of both under the same conditions to provide the theory reference for the engineering design.
(In Chinese) [2] Linhai Han, Zhong Tao: Civil Engineering Journal, Vol.,34(2001),p.17-25.
(In Chinese) [3] Hu H T,Huang C S,Wu M H: Journal of Structural Engineering, Vol.129(10)(2003),p.1322-1329
(In Chinese) [5] Xuhong Zhou,Xiaodong Zhang,Jiepeng Liu:Civil Engineering Journal, ol.
So, it is necessary to study the performance of both under the same conditions to provide the theory reference for the engineering design.
(In Chinese) [2] Linhai Han, Zhong Tao: Civil Engineering Journal, Vol.,34(2001),p.17-25.
(In Chinese) [3] Hu H T,Huang C S,Wu M H: Journal of Structural Engineering, Vol.129(10)(2003),p.1322-1329
(In Chinese) [5] Xuhong Zhou,Xiaodong Zhang,Jiepeng Liu:Civil Engineering Journal, ol.
Online since: January 1997
The title not only sums up the content of the
different contributions but somehow reflects the ultimate goal of Hans Bohni's work: to contribute in
creating a link between basic research and engineering applications, both in civil and materials
engineering.
Professor Hans Bohni is active in teaching with lectures on materials and on corrosion and corrosion protection at the departments of civil engineering, mechanical engineering and materials, introducing generations of young students to the concepts of corrosion protection and durability of materials.
He is president of the Swiss Society for Corrosion Protection and president of a working group "Maintenance of Structures" of the Swiss Engineers and Architects (SIA).
Professor Hans Bohni is active in teaching with lectures on materials and on corrosion and corrosion protection at the departments of civil engineering, mechanical engineering and materials, introducing generations of young students to the concepts of corrosion protection and durability of materials.
He is president of the Swiss Society for Corrosion Protection and president of a working group "Maintenance of Structures" of the Swiss Engineers and Architects (SIA).
Online since: November 2012
LI Qingfen, Harbin Engineering University, China
Prof.
YUE Zhufeng Northwestern Polytechnic University (Dean of School of Mechanics and Civil & Architecture) Prof.
WANG Zhenqing Harbin Engineering University (Dean of College of Aerospace and Civil Engineering) Prof.
Harbin Engineering University, China Yigeng Xu.
Harbin Engineering University, China
YUE Zhufeng Northwestern Polytechnic University (Dean of School of Mechanics and Civil & Architecture) Prof.
WANG Zhenqing Harbin Engineering University (Dean of College of Aerospace and Civil Engineering) Prof.
Harbin Engineering University, China Yigeng Xu.
Harbin Engineering University, China
Online since: March 2022
Authors: Sasitharan Nagapan, Suaathi Kaliannan, Samiullah Sohu, N. Al-Emad, Niwasiny Arumugan, Kageishieny Nadarason
Comparison of Recycled Waste Amount for Construction and Demolition (C&D) Waste between Two Apartment Projects
Kageishieny Nadarason1,a, Sasitharan Nagapan1,b*, Suaathi Kaliannan2,c, Niwasiny Arumugan1,d, Samiullah Sohu3,e and N Al-Emad4,f
1Project and Facilities ManagementFG, Jamilus Research Center, Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia, Malaysia
2Department of Civil Engineering, Faculty of Engineering and Built Environment, Lincoln University College, Malaysia
3Department of Civil Engineering, Quaid e-Awam University of Engineering Science & Technology, Larkana, Pakistan
4Absal Paul Contracting Company, Prince Muhammad Ibn Saad Ibn Abdulaziz Rd, Al Aqiq, Riyadh 13515, Saudi Arabia
akageishiny08@gmail.com, bsasitharan@uthm.edu.my, csuaathikaliannan@lincoln.edu.my, dniwasiny@yahoo.com, esohoosamiullah@gmail.com, fal-emad@gmail.com
Keywords: C&D waste, Recycling Amount, Construction projects and Sustainable.
A, Determining Root Cause of Construction Waste Generation: A Global Context, Civil Engineering Journal. (2018) 2539 -2547
Asmi, Construction waste management: Malaysian perspective, The International Conference on Civil and Environmental Engineering Sustainability IConCEES, Vol. 2. (2012) 1-11
M, A Review on recycled use of solid wastes in building materials, International Journal of Civil and Environmental Engineering. (2015) 1578-1587
International Journal of Construction Engineering and Management 3, no. 3 (2014): 91-98
A, Determining Root Cause of Construction Waste Generation: A Global Context, Civil Engineering Journal. (2018) 2539 -2547
Asmi, Construction waste management: Malaysian perspective, The International Conference on Civil and Environmental Engineering Sustainability IConCEES, Vol. 2. (2012) 1-11
M, A Review on recycled use of solid wastes in building materials, International Journal of Civil and Environmental Engineering. (2015) 1578-1587
International Journal of Construction Engineering and Management 3, no. 3 (2014): 91-98
Online since: November 2012
Authors: Yan Li, Liang Liang Zhang
Bridge Technology and Aesthetics of Chinese Poetey in Bridge Design
Yan Li 1, a, Liang Liang Zhang 2,b
The College of Civil Engineering, Chongqing University,
400030, Chongqing City, China
The College of Civil Engineering, Chongqing University,
400030, Chongqing City, China
a 379791595@qq.com,b 357936534@qq.com
Key words: Bridge building aesthetic, consciousness aesthetic design, aesthetic application
Abstract:
With the human environment requirements gradually increase, besides the bridge construction in engineering structure function, the aesthetic requirements are also caused the wide attention, which hide different history and culture related with the current existing social reality.
Bridge construction can not be only satisfying the engineering structure features.
[3]Geotechnical Engineering Circular (GEC) No. 8, Design and Construction of Continuous Flight Auger Piles, U.S.
Bridge construction can not be only satisfying the engineering structure features.
[3]Geotechnical Engineering Circular (GEC) No. 8, Design and Construction of Continuous Flight Auger Piles, U.S.
Online since: October 2013
Authors: Xin Chen, Xin Yan, Jun Ping Wang
Simplified Calculation of Internal Force of Steel Structure in Torsion
Xin Chen1,a, Junping Wang1,b and Xin Yan1,c
1Faculty of Civil Engineering, Architecture and Civil Engineering institution, Kunming University of Science and Technology, Kunming 650504, China
acookies.chen@163.com, bwang264@yahoo.com.cn, c378527303@qq.com
Keywords: Steel structures, Torsional force, Stress, Simplified calculation
Abstract.
To get the exact results, you need to solve several higher order differential equations, and it is much difficult for actual engineering designs.
Full span uniform torque, cantilever (refer with Fig. 4) Boundary condition: ,,, calculate and get: (7) Simplified calculation of , , in engineering design Obviously, for calculation of internal force in torsion in different working condition, if using equations (4) to (7) to calculate, it will be very complicated in real project, and is not convenient.
Hence, the internal force and stress in torsion in real engineering design should not be ignored.
To get the exact results, you need to solve several higher order differential equations, and it is much difficult for actual engineering designs.
Full span uniform torque, cantilever (refer with Fig. 4) Boundary condition: ,,, calculate and get: (7) Simplified calculation of , , in engineering design Obviously, for calculation of internal force in torsion in different working condition, if using equations (4) to (7) to calculate, it will be very complicated in real project, and is not convenient.
Hence, the internal force and stress in torsion in real engineering design should not be ignored.
Online since: February 2012
Authors: Xiang He Bai, Xin Yong Mao, Hong Qi Liu, Hai Zhou Li, Bin Li
Salama proposed using modal kinetic energy as a means of ranking the importance of candidate sensor location.This method has been used in the field of aviation[4],large scale civil structures[5]{Meo, 2005 #25}.There have also been several variants on this theme,such as average kinetic energy and weighted average kinetic energy(WAKE)proposed byChung and Moore[6].However, modern finite element models have become so refined that the mass is smeared very evenly over the structure, making it difficult to selected important degrees of freedom based on mass weighting.
QRdecomposition method is a modal matrix column vectorswith the norm of rows, to sortrows to find linear independent ones.The aerospace[7],automotive[8]and civil construction[9] applied this method.
L.Satpathi, D.Soil Dynamics and Earthquake Engineering, 1997, 16 (7-8): 495-502
Engineering Structures, 2005, 27 (10): 1488-1497
Computer - Aided Civil and Infrastructure Engineering, 1996, 11 (6): 411-419.
QRdecomposition method is a modal matrix column vectorswith the norm of rows, to sortrows to find linear independent ones.The aerospace[7],automotive[8]and civil construction[9] applied this method.
L.Satpathi, D.Soil Dynamics and Earthquake Engineering, 1997, 16 (7-8): 495-502
Engineering Structures, 2005, 27 (10): 1488-1497
Computer - Aided Civil and Infrastructure Engineering, 1996, 11 (6): 411-419.