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This method can be used to simulate acceleration, deceleration, and climb/descent rate of usual civil aircraft types.
But the civil aircraft has the rule of slow deceleration and fast acceleration.
Journal of Sichuan University, Engineering Science Edition, 2009; 41 (6):171-176 [3].
Control Engineering Practice13 (2005) 601–612.
Department of Aerospace Engineering, Chonbuk National University

The representing journals are: ‘ASCE Journal of Computing in Civil Engineering’, ‘Automation in Construction’, ‘Advance Engineering Informatics’.
Liu: In Proceedings of ASCE workshop on Computing in Civil Engineering (2007), p. 200-207
Naticchia, et al: Journal of Civil Engineering and Management, Vol. 15 (2009): p. 325-336
Teizer, et al: Journal of Computing in Civil Engineering, Vol. 26 (2012), p. 151-160
Kim: Journal of Computing in Civil Engineering, Vol. 21 (2007), p. 238-246

The Stability Analysis of Deep Foundation Pit Engineering Support and Field Testing Research Xiang Dong Zhang, Zhi Liu, Xi Jun Liu (Civil and Traffic Institute of Liaoning Engineering Technology University, 123000) Key Words: Deep foundation pit, Anchor supporting, ADINA software.
My research based on supporting structure engineering of Shenyang Washington.
With these, we will play a better guiding role in the project [4] [5].Combination of theory and computer has become the mainstream technology in civil engineering[6].
Foundation Engineering, (2003)No.7(2),p.
Underground engineering and tunnels, (2000) No.(4), p.12-23(In Chinese)

Analysis of the Overall Reliability Slender Concrete Columns BENKO Vladimír1, a *, GÚCKY Tomáš2,b and VALAŠÍK Adrián3,c 1-3Faculty of Civil Engineering STU, Radlinského 11, 810 05 Bratislava, Slovakia avladimir.benko@stuba.sk, btomas.gucky@stuba.sk, cadrian.valasik@stuba.sk Keywords: stability, slender concrete columns, concrete, reliability Abstract.
The experiments were executed in the Central laboratory of Faculty of Civil Engineering STU in Bratislava in cooperation with company STRABAG ltd.
Fig. 1 Dimensions and scheme of reinforcement of specimens [4,7,8] Test samples were tested in Central Laboratory of Faculty of Civil Engineering STU in Bratislava.
In Advances in archit. civil and environm. eng.: STU v Bratislave, 2015, ISBN 978-80-227-4514-7. (2015).

Preface The International Conference on Civil Engineering, Architecture and Building Materials provides a forum for accessing to the most up-to-date and authoritative knowledge from both industrial and academic worlds, sharing best practice in this exciting field of Civil Engineering, Architecture and Building Materials.
Following the success of the inaugural conference, the 2nd CEABM was held in Yantai, China, from 25 to 27 May 2012, organized by School of Civil Engineering of Yantai University, College of Civil and Architecture Engineering of Guizhou University and Hainan Society of Theoretical and Applied Mechanics.
This conference was organized in four simultaneous tracks: "Advances in Civil Engineering", "Advances in Structures", "Advanced Building Materials and Sustainable Architecture" and "Sustainable Environment and Transportation".
The Organizing Committee of CEABM 2012 Organized by: School of Civil Engineering, Yantai University College of Civil and Architecture Engineering, Guizhou University Hainan Society of Theoretical and Applied Mechanics Conference Organization Chairman Prof.
Shilang Xu, Zhejiang University, China Senior Engineer.

Application of oppression construction method in soft soil of deep foundation pit engineering management Yingchun Zhuang1, a, Jiechao Shen2, b, Xiaodong Pan2, c, Jianbo Tong1, d 1Department of Structural & Geotechnical Engineering, East China Investigation & Design Institute, Hangzhou, China 2College of Civil Engineering, Zhejiang University of Technology, Hangzhou, China a 35864482 @qq.com, b 815446531 @qq.com, c panxd@126.com,d tong_jb@ecidi.com Key words: Deep foundation pit, Engineering management, Oppression construction method, Soft soil foundation Abstract: Taking a project of Hangzhou as the example, a new management method named oppression construction method was proposed in soft soil of deep foundation pit engineering management.
Gong Xiaonan in "The deep foundation pit engineering design and construction manual" points out eight characteristics of the foundation pit engineering [1].
Studies on foundation pit engineering [J].
China Civil Engineering Journal, 2005, 38 (9):99–102
Underground space and engineering journal, 2010, 06(3):571-576,594

Application of SCGM (1, 1) Method in the Construction Monitoring and Control of Continuous Girder Bridges Baofu Duan1,2,a, Chengbo Zhai 1,2,b, Xianhe Weng 1,2,c 1Shandong University of Science and Technology; Qingdao 266590, China; 2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation; Qingdao 266590, China; aduanbaofu@126.com, bchengbo-1988@163.com, c408924390@qq.com Keywords: SCGM (1, 1) model; Construction Monitoring and Control; continuous beam bridge Abstract.
So it is widely used in engineering construction.
This calculation analysis on the results of Midas/Civil software; according to the design, based on finite element method, simplify the whole bridge for plane truss structures.
Considering the influence of diaphragm plate, regard every diaphragm plate as a unit, so the host bridge is divided into 81 units.Fig.1 shows that the model of host bridge established with Midas/Civil.
Study of number of acoustic emission with gray model in compression process of concrete, Journal of Architecture and Civil Engineering, 2008, 25(3):42-46 (In Chinese)

Producing Mechanism and Distribution Laws of Remote Cracks for Geotechnical Engineering Structure Houquan Zhang1, a, Xinggen Huang2, b, Libing Xue2, c, Yanfeng Zhang1, d 1State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221008, P.R.
Introduction Geotechnical material is a kind of common material in civil engineering.
The proceedings of the Civil Engineering Materials Conference, Southampton (1969) 901-904
Chinese Journal of Rock Mechanics and Engineering, 27(8)(2008) 1545-1553
Chinese Journal of Rock Mechanics and Engineering, 28(1)(2009) 111-119.

Studies on the Efficiency of the CFG pile-net reinforcement in the soft soil subgrade Feng Zhang1, a, Zhaoyi XU2,b and Zhiyi Li3,c 1School of civil Engineering, Beijing Jiaotong Univ., ShangYuanCun 3, GaoLiangQiao Road, HaiDian District, Beijing City, 100044, Beijing, P.
C 2School of civil Engineering, Beijing Jiaotong Univ., ShangYuanCun 3, GaoLiangQiao Road, HaiDian District, Beijing City, 100044, Beijing, P.
C 3 School of civil Engineering, Beijing Jiaotong Univ., ShangYuanCun 3, GaoLiangQiao Road, HaiDian District, Beijing City, 100044, Beijing, P.
Soil engineering and foundation.
Soil engineering and foundation.

The main objective of the study was to analyze the importance of Structural Engineering in university courses of Civil Engineering and Architecture.
Structural Engineering represents around 20-40 % of Civil Engineering curricula. 2.
Architectural Engineering (combination of Architecture Design and Civil Engineering) is available only at University of Bath (where share of Structural Engineering in combined courses corresponds to such share in Civil Engineering, i.e. it is between 20-40 % across the length of the study, with its share growing in the master courses) and at the Czech Technical University in Prague (where Structural Engineering is not lectured in its master combined courses at all). 4.
The Czech Technical University in Prague has the lowest share of Structural Engineering in its Civil Engineering courses [2] (22 % bachelor, 26 % master).
Fig. 1 Structural Engineering as a % of curriculum: bachelor (left), master (right) As is widely known, Structural Engineering plays reduced role in Architecture Courses in a comparison to Civil Engineering Courses.