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Modeling of Flight Arrival Scheduling Based on Fuzzy Programming Jiusheng Chen1,a, Xiaoyu Zhang1,b 1College of Aeronautical Automation, Civil Aviation University of China, Tianjin, China ajschen1982@gmail.com, bxy_zhang@cauc.edu.cn Keywords: Discrete event, Fuzzy programming, Modeling, Flight scheduling Abstract.
The issue of flight arrival in civil airport is a typical problem of discrete event dynamic system.
Introduction In recent years under the continued recovery of the global civil aviation industry environment, air transport has been rapid development in our country.
Journal of Civil Aviation University of China, 2006, 8(4): 1-5
Journal of Systems Engineering, 2003,18(3):255-260.

The conference was organized by the Slovak University of Technology in Bratislava, Faculty of Civil Engineering, in cooperation with the Slovak Society of Mechanics, Slovak Academy of Science in Bratislava.
The conference is focused on major problems in research and development in the following areas:  Seismic Behavior of Structures  Aeroelasticity of Structures  Thermomechanics and Fire Resistance  Structure-Subgrade Interaction  Optimization of Structures  Life Span and Safety of Structures  Damage to and Failure of Structures  Diagnostics and Experimental Analysis The presented publication is divided into three chapters: Chapter 1: Statics and Stability of Civil Structures, Chapter 2: Dynamics and Wind Engineering, Chapter 3: Problems in Material Engineering.
Editors Scientific Committee Chairman: Jendzelovsky Norbert Slovak University of Technology Bratislava, Slovakia Members: Bencat Jan University of Zilina, Slovakia Gyorgyi Jozsef Budapest University of Technology and Economics, Hungary Janas Petr VSB-Technical University of Ostrava, Czech Republic Kralik Juraj Slovak University of Technology Bratislava, Slovakia Maca Jiri Czech Technical University in Prague, Czech Republic Melcer Jozef University of Zilina, Slovakia Novak Drahomir Brno University of Technology, Czech Republic Partov Doncho Higher School of Civil Engineering (VSU) Sofia, Bulgaria Ravinger Jan Slovak University of Technology Bratislava, Slovakia Skrzypczyk Jerzy Silesian University of Technology, Gliwice, Poland Sokol Milan Slovak University of Technology Bratislava, Slovakia Conference organized by: Slovak University of Technology in Bratislava, Slovakia Faculty of Civil Engineering Department of

Karel Šuhajda, Ph.D.b Faculty of Civil Engineering, Brno University of Technology, Czech Republic a156834@vutbr.cz, bsuhajda.k@fce.vutbr.cz Keywords: ground structure, reconstruction of buildings, rehabilitation of masonry, historical buildings, microwave radiation, moisture of the substructure, cultural heritage, microwave heating Abstract.
Acknowledgement This article was supported by Specific research FAST-J-19-5970 “Possibility of using microwave radiation for rehabilitation of historical masonry constructions” at the Brno Technology University, Faculty of Civil Engineering.
FACULTY OF CIVIL ENGINEERING DEPARTMENT OF BUILDING STRUCTURES.
FACULTY OF CIVIL ENGINEERING DEPARTMENT OF BUILDING STRUCTURES.

It is used for shape design applications in different domains: aerospace, automotive, manufacturing, civil engineering, architecture, medicine, etc.
INTRODUCTION The technique of Reverse Engineering offers methods for capturing information about physical models and transform into tri-dimensional data in a computer.
Today’s Reverse Engineering process basically includes two steps: 1) digitizing a physical part; 2) 3D modeling the part from the digitized data.
Producing an accurate 3D CAD model of a physical object has long been in the domain of reverse engineering contact acquisition devices.
This measurement technique, as well as other 3D scanning technology is used in many areas, such as surveying, civil and mechanical engineering, archaeology, historical artifacts documentation etc. [6].

Civil engineering investment.
Civil engineering investment main contain:regulating reservoir, normal water reservoir, Membrane Biotechnology reaction tank, equipment room etc, total 286 thousand, shown in Table 3.
Table 3 Civil engineering investment Order number Building name Useful volume（m3） Construction type Quantity/unit Unit pricem3/yuan Construction cost （ten thousand） 1 regulating reservoir 80 Steel reinforced concrete 1 900 7.2 2 Grille reservoir 30 Steel reinforced concrete 1 500 1.5 3 Sludge concentration tank 40 Steel reinforced concrete 1 500 2.0 4 Water pump house, equipment room 60m2 Brick concrete 1 800 4.8 5 Normal water reservoir 80 Steel reinforced concrete 1 900 7.2 6 Membrane Biotechnology reaction tank 65 Steel reinforced concrete 1 900 5.9 Total civil engineering investment 28.6 Equipment installation project investment.
Project civil engineering investment is 286 thousands RMB, equipment installation engineering investment is 484 thousands, the other fee is 50 thousands, total money is 820 thousands.
Environmental engineering 2002.20 (2): 30-31 [11]Chui Yong Zheng.

Prestressed concrete continuous rigid frame bridge has the advantages of  no expansion joints, smooth driving the advantages,however, due to cross under serious scratch,seriously affect the service life of the bridge.Take a Large span asymmetric continuous rigid frame bridge of Guizhou as engineering background,use finite element Program Midas/Civil modeling,carried out Analysis of the construction process,And select a reasonable way to Set the bridge pre-camber,and provide reasonable data for the construction of control,to ensure the bridge structure linear reasonable.
In this paper, space large finite element program MIDAS / Civil Guizhou span asymmetric prestressed concrete continuous rigid frame bridge construction process analysis, and its pre-camber in the construction process analysis and set guidance asymmetric continuous rigid frame bridge construction, to provide a reference for similar bridge type design, construction, and monitoring.
Organization of the Text Engineering background.
The construction process simulation Midas / Civil software, using the finite element method, the discretized structure modeling, is calculated.
[4] ZhuanghongLou.The status quo and development trend of domestic and international long-span bridges[J].Central South Highway Engineering,1994,3(1):62-66

Passenger throughout ranking is 54th while cargo throughout ranking is 57th among 184 civil airports in china.
Figure 1 Charging items for civil airport Direct Economic Losses of Weihai International Airport.
References [1] Civil airport charge reform scheme, Civil Aviation Administration of China, 2007
Asia-Pacific Power and Energy Engineering Conference, IEEE, 2011
Research on Socio-economic Benefits Evaluation of Civil Aviation Airport, Tianjin University, 2011

Positive results in Brazilian research institutions have been developed on the use of NOCMAT (bamboo, vegetable fibers, bio-composites, recycled conventional materials, etc.) since 1979 at the Pontifical Catholic University of Rio de Janeiro (PUC-Rio, Department of Civil Engineering).
In countries such as China and India, bamboo is being used for thousands of years [3, 4] and currently for various purposes, including civil construction [5, 6, 7].
F) Civil construction [5, 27, 28, 29]: in housing, the technology developed enables cost reduction and time for building affordable housing [30, 31].
With the deepening of studies on the potential and advantages of using bamboo, eco plates materials or ecological wood, into the Brazilian civil construction and the increased use of methods for environmental conservation assessment, in a very few years, these NOCMAT will appear as fundamental ones to be specified in different civil construction projects by architects, engineers and managers interested to meet these methods and its criteria.
Departamento de Engenharia Civil, Pontifícia Universidade Católica do Rio de Janeiro. 2001

Calculation of Flexural Capacity of High-strength Reinforced Concrete Beams Strengthened with FRP Jiong-Feng Liang 1,2, a, Ze-Ping Yang 1,b and Zhi-Ming Qiu 1,c 1 College of Civil and Environmental Engineering, East China Institue of Technology, Fuzhou,Jiangxi,344000,China 2 College of Civil Engineering, Xi’an University of Architecture&Technology, Xi’an, Shangxi,710055,China a jiongfeng108@126.com, b 34930741@qq.com, c dengy666@126.com Keywords: FRP, High-strength, Flexural, Beams.
And the correlation equation of flexural capacity on the cross section of high-strength reinforced concrete beams strengthened with FRP is deduced according to different types of failure.The correlation equation is shown to be in good agreement with the experimental results, which can be referred to engineering application.
Introduction In recent years, high-strength concrete structure with high carrying capacity, reducing structural dead weight, increasing structure area, lower project cost, etc., adapt to modern structure to span, overload and towering trends, are being widely used in engineering practice,which are able to adapt to a modern structure to a large span, heavy and high-rise development trend[1]~[3].
However, the design and construction deficiencies in existing building , the transfer function of the building , and the impact of the environment and natural disasters, etc., caused some problems with the structure itself, resulting in performance degradation, which calls for high-strength concrete structure reinforcement and repair.And FRP (fiber reinforce polymer) with a corrosion-resistant, high strength, light weight, good durability are being increasingly applied to civil engineering structures [4].At present, the application and research about FRP focused on reinforced concrete structure strengthened with FRP in civil engineering, to be less for high-strength reinforced steel concrete structure strengthened with FRP.

The application of Stochastic Order to Stochastic Multiobjective Programming Problems Mingfa Zheng 1, a, Qihang He 2,b , Zutong Wang 3,c and Dongqing Su 1,a 1 Science College, Air Force Engineering University, Xi’an, 710051, China 2 Information and Navigation College, Air Force Engineering University, 710051, Xi’an 3 Equipment Management and Safety Engineering College Air Force Engineering University, Xi’an, 710051, China a mingfazheng@126.com, b bravetom@163.com, cmingfa103@163.com Keywords: Stochastic programming; Multiobjective programming; Partial Pareto efficiency; Stochastic order Abstract.
The results obtained can provide theoretical basis for dealing with the stochastic problems in field of civil engineering and transportation.
Introduction In field of civil engineering and transportation, many real-life problems often require considering stochastic multiobjective programming (SMOP) problems[1], and the solution of such problems always be transformed into its equivalent deterministic multiobjective programming (MOP) problem initially, then solving the MOP problem, which is called multiobjective approach [2].
In most engineering applications, we want to minimize the random objective in the long run, therefore, the expected value is introduced to remove the random ambiguity in problem (1), and corresponding solution model can be presented as (2) Computing the set of optimal solutions of the deterministic problem (2) instead of the set of stochastically optimal solutions raises the question how the two sets of solutions are related to each other.