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The operation of plateau airport is the major problem for the development of China civil aviation transportation.
Since our civil aviation transportation has developed fast, controller’s performance is the main restrictive factor that constrains the growth of air traffic flow.
[3] Jianying Du, Xueyi Li, Yong Zhuang: Space Medicine & Medical Engineering.
[6] Wei Zhang: Master’s Degree Paper of Civil Aviation Flight University of China (2012)
[13] Wei Zhang: Master’s Degree Paper of Civil Aviation Flight University of China (2012)

Petersburg universities heavily compete against each other for the new students in a field if civil engineering education [1].
Having the course applicants will be able to approve thear choice Civil Engineering Institute.
Civil Engineering Institute receives students who have made their choice consciously and also prepared for the first year of education with the additional computer skills.
Vysotskiy: International Polytechnical Summer School “Civil Engineering and Design” in SPbSPU, Construction of Unique Buildings and Structures, 5 (2012), pp. 1-5.
Vysotskiy: International Polytechnical Summer School ‘Civil Engineering and Design’ in SPbSPU, Construction of Unique Buildings and Structures, 5 (2012), pp 1-5

Preface Applied Mechanics and Civil Engineering (AMCE) aims to bring together academic scientists, leading engineers, industry researchers and scholar students to exchange and share their experiences and research results about all aspects of applied mechanics and civil engineering, and discuss the practical challenges encountered and the solutions adopted.
AMCE 2012 aims to provide a forum for theoretical and technical exchanges regarding the advanced theories, methodologies and techniques about all aspects of applied mechanics and civil engineering.
AMCE 2012 received about 200 submissions, which are involved in the fields as follows: a) Applied Mechanics; b) Building/Construction materials and engineering applications; c) Hydraulic engineering and water treatment; d) Tunnels and underground structures; e) Mechanical Engineering and Instrumentation; f) Civil Engineering; g) Road, bridge and transportation engineering; h) Architecture; i) Building structure and bridge structure; j) Rock & soil mechanics and geotechnical engineering. 54 selected papers are published in the AMCE 2012 proceedings, which are divided into ten topics: Applied Mechanics; Rock & soil mechanics; Building structure and bridge structure; Construction materials and engineering applications; Tunnels and underground structures; Civil Engineering; Hydraulic engineering and water treatment; Mechanical Engineering and Instrumentation; Transportation Engineering; Environmental Engineering and Safety.
Sponsor Sponsored by Society for Resources, Environment and Engineering（SREE）

However, such maturity brings restrictions for architects in shaping the building, and a deeply rooted mindset for civil engineers to create it, which has inevitably hindered the interaction and cooperation between architects and civil engineers.
Mossbourne Community Academy, in a famous case of applied Wood Dom-ino, designed by architect Richard Rogers and civil engineer Ramboll Whitbubird in 2004, consists of a wood frame and casting-reinforced concrete floor.
In the case of a high-rise in Zhengzhou in 2012, Swiss architect Christian Kerez and civil engineer Joseph Schwartz combined these two operations [1] (Fig. 5).
For example, in the Holcim Competence Center by Christian Kerez, civil engineer Joseph Schwartz proposed separating the gravity and lateral loads into two mutually dependent structure systems.
From the engineer’s point of view.

Witsmiszyn2,d 1Catholic of Santa Catarina, Department of Civil Engineering, Joinville, Santa Catarina, Brazil 2State University of Santa Catarina, Centre of Sciences and Technology, Joinville, Santa Catarina, Brazil acaicivil@hotmail.com, bluiz.valentina@udesc.br, cfernandocuzinsky@gmail.com, dlelewits@hotmail.com Keywords: foundry sand waste; spent foundry sand; exhausted dust; concrete paving blocks Abstract.
The civil construction industry can put to good use the waste generated not only from foundry, but also from other industrial sectors.
Among the alternatives for the reuse of foundry waste in civil construction are: landings, terracing layers, asphalt, concrete, mortar, agriculture soil and others [8,9].
John: Reciclagem de resíduos na construção civil - contribuição à metodologia de pesquisa e desenvolvimento Doutorado (Tese).
Universidade de São Paulo (USP/POLI/CIVIL).

Heat Supply Optimization Petr Komínek1, a 1Brno University of Technology, Faculty of Civil Engineering, Institute of Building Services, Veveří 331/95,602 00 Brno, Czech Republic aKominekP@study.fce.vutbr.cz Keywords: Heat Supply Optimization, Interrupted Heating Regime, Building Accumulation, Operational Regime Saving Abstract.
In this project, supported by the specific investigation project on the Faculty of Civil Engineering, I carried out an experiment of an interrupted mode, which was also supported by a theoretical part, in which a non-stationary calculation was used.
Physical Nature of the Problem In case of continuous heating mode it is possible to use the relation known from thermal engineering, where simplified differential equations can be used.
Conclusion As a part of the project supported by the specific research of the Faculty of Civil Engineering was made an experimental testing of interrupted heating mode, which was supported by theoretical part, for which was used a non-stationary calculation.
Acknowledgements This contribution was written with the support by project FAST-J-14-2527 of the specific research of the Faculty of Civil Engineering in the framework of the activities of the Regional Centre AdMaS.

Transactions of the American Society of Civil Engineers, 1940,195(1), pp.1076-1095
Engineering Mechanics, pp.99-102,June,2011
Department of Civil Engineering, University of Illinois at Urbana-Champaign, 2000
Technical Report, US Army Corps of Engineers, 1996,8
Department of Civil Engineering, University of Illinois at Urbana-Champaign, 2000,12.

Static performance of reinforced concrete U-shaped composite beams subjected to positive moment Weichen Xue1, a, Bin Zhang2,b and Yi Wang3,c 1Department of Building Engineering, Tongji University, Shanghai 200092, China 2Department of Building Engineering, Tongji University, Shanghai 200092, China 3Department of Building Engineering, Tongji University, Shanghai 200092, China axuewc@tongji.edu.cn, bzhangbin_sx@163.com, cgoldenfuture_bin@126.com Keywords：reinforced concrete U-shaped composite beams; tests; ductility; slip Abstract.
The results in this paper are useful to expand the application of reinforced concrete U-shaped composite beam in the field of civil engineering.
In recent years, the reinforced concrete composite beam is increasingly employed in the field of civil engineering.
Journal of Structural Engineering.
China Civil Engineering Journal, 2010, 43(3): 1~7.

To study the anti-seismic performance of the viscous damper and the E shaped steel bearing on the continuous girder bridge, two models of the Taibai bridge located in Xi’an are analyzed by the nonlinear time-history method and the Midas/Civil software, considering the interaction between pile and soil.
Introduction With rapid development of bridge engineering, various devices are used to improve the anti-seismic performance of bridge [1].
Based on the practical background, this paper analyzes the Taibai bridge by the Midas/Civil software and studies anti-seismic performance of the viscous damper and the E shaped steel bearing by the nonlinear time-history method, in the longitudinal direction of the bridge.
Fig. 1 The E shaped steel bearing Fig. 2 The viscous damper Computational Models The Taibai bridge located in Xi’an is a three-span continuous girder bridge which is used as the computational models by the Midas/Civil software, considering the interaction between piles and soil. the spans are respectively 48m, 66m and 48m.There are two models to be established, the one is the bridge installed the common pot bearings (considering the 4, 5 and 6 piers as the fixed piers and the rest as active piers), called as model1; the other is the bridge installed the E shaped steel bearings on the 4, 5, 6, 7, 8 and 9 piers and the viscous damper on the rest piers, called as model 2.
The finite element model is shown in Fig. 3 Fig. 3 The finite element model of the bridge Results and Analysis According to the seismic wave provided by the local seismological bureau and the design requirements, the two models are analyzed to obtain the following results by the Midas/Civil software, under the E2 earthquake action [2].

Major Issues of Theory and Practice of Fire Resistance of Reinforced Concrete Structures and Buildings Stanislav Fomin1,a, Yurii Bondarenko1,b, Serhii Butenko1,c, Serhii Koliesnikov1,d* 1Department of Reinforced Concrete and Stone Structures, Kharkiv National University of Civil Engineering and Architecture, 40, Sumska Str., Kharkiv, Ukraine, 61002 asfomin@ukr.net, bbonya8947@gmail.com, csvbusan87@gmail.com, d555ksn555@gmail.com Keywords: fire resistance of reinforced concrete structures, classes of fire resistance, calculation method of fire resistance, mathematical model of deformation diagram, method of determination of concrete bearing capacity criterion.
It is revealed that the real practical problem is the lack of professional training of civil engineers in Ukraine and abroad. 1 Introduction National standards for the design of building structures, which are harmonized with the European standards of Group A (Eurocodes) have been developed by the State Scientific Research Institute of National Research and Development with the participation of KNUCEA (Kharkiv National University of Civil Engineering and Architecture) at the request of the Ministry of Regional Development of Ukraine.
The slab of overlap in height is made up of a sufficient number of finite elements of CE, in each of which, according to the results of the solution of the thermal engineering problem, constant temperature is set.
It is revealed that the real practical problem is the lack of professional training of civil engineers in Ukraine and abroad.
IOP Conference Series: Materials Science and Engineering. 708 (2019) 012048