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The Electronic Flight Bag Based On Mobile Terminal Guishu Xia1,a , Jing Lu2, b and Yuanqing He 2,c 1 Aviation Engineering Institute, Civil Aviation Flight University of China, Guanghan Sichuan, China 2 Institute of Computer Science Technology, Civil Aviation Flight University of China, Guanghan Sichuan, China a xgs922@163.com, bmaoyanqq@163.com, chcaac@163.com, Keywords: The electronic flight bag, mobile terminal, iOS, interactive Abstract.
The electronic flight bag in China with few products owning Chinese independent intellectual property is attracting increasing attention in the field of the civil aviation industry in recent years.
The UI design based on the main color of the Civil Aviation Authority of the relevant laws and regulations as well as pilot human factors research conclusions shown in Table 1.
And China's civil aviation industry imports mature foreign products, with the advent of fully independent intellectual property products rarely.
Acknowledgements This work was financially supported by Innovation Program of The civil aviation bureau science and technology project (MHRD201106).

Cause Analysis of Longitudinal Cracks in Closure Segment of an Extra-large Bridge Chungen Wei1, a, Haibo Jiang1, b, Feixin Huang1, c, Shiwu Ouyang2, Xiang Long3 1 Faculty of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China 2 Guangzhou Municipal Engineering Design ＆ Research Institute, Guangzhou 510060, China 3 The Highway Survey and Design Institute of Guangzhou City, 510400, China a weichungen@163.com, bbhjiang@gdut.edu.cn, chuangfeixin83@163.com Keywords: continuous box girder; longitudinal cracks; MIDAS; stress analysis Abstract.
Then an analysis model is established by MIDAS/Civil 2006 to analyze the causes of longitudinal cracks in the bottom slab of an extra-large bridge.
Engineering Situation The Dongpu Bridge is a prestressed concrete continuous rigid frame bridge with span arrangement (106+160+160+106) m, which is an extra-large bridge in a freeway around Guangzhou city.
In order to probe the cause of the cracks, a calculation model of the 2m closure segment is established by MIDAS/Civil 2006, which contains 40 nodes and 36 elements, as shown in Fig. 3.
[4] He Hai: South Highway Engineering.

Accurate prediction of the soil shear strength parameters is essential in the reliable geotechnical design of civil engineering structures.
All laboratory tests are made in the soil mechanics laboratory in the civil engineering department, faculty of Engineering, University of Kufa.
XXIV R-S-P seminar, Theoretical Foundation of Civil Engineering (24RSP) (TFoCE 2015), Procedia Engineering 111, (2015), pp. 612–618. doi: 10.1016/j.proeng.2015.07.054 [2] E.S.
International Journal of Civil Engineering and Technology (IJCIET), 9(11), (2018), pp. 860-869
International Journal of Civil Engineering and Technology 10(5) 2019 550-558

Puerta-Lopez2,d 1Vibration Engineering Section, University of Exeter, U.K. 2Department of Civil Engineering.
Finite element model updating is a well-known technique to better characterize the real behaviour of civil engineering structures.
Introduction Finite element (FE) models are widely used to simulate the behaviour of civil engineering structures.
This fact highlights the importance of the model updating process for the structural assessment of civil engineering structures.
Thus, the model updating method is an available tool to improve the structural assessment of civil engineering structure.

Petersburg State University of Architecture and Civil Engineering, St.
Zhang Dayu, Beijing University of Civil Engineering and Architecture Prof.
Li Aiqun, Beijing University of Civil Engineering and Architecture Prof.
Wu Xuan, Beijing University of Civil Engineering and Architecture Dr.
Petersburg State University of Architecture and Civil Engineering Doctor of Science (Engineering), Prof.

Exploring on Production Practice Reform of Teaching Process in Construction Engineering Zhongqiang Wanga, Tao Ouyangb School of Civil Engineering and Architecture, Changsha University of Science & technology, Changsha, Hunan, 410114, China a244949212@qq.com, b805679051@qq.com Keywords: Construction engineering, Production practice, Teaching reform.
Production practice of construction engineering professional training objectives of the important practical teaching link, is the student to have the building engineering theory course content to consolidate, deepen and comprehensive training in the important stage[1].
Production practice is an important teaching process in civil engineering.
The construction engineering major production and practice of the engineering construction of throughout many projects such as the earthwork, concrete engineering, reinforcing bar engineering, scaffolding engineering, decoration engineering, etc are put forward and the requirements of the master proper understanding, but due to the project is commonly cycle longer construction, therefore, in a short time of the production and practice, it is hard to track to construction of the whole face, the production practice often become the paper, failed to get fully implement.
Concerning undergraduate course construction engineering major production Practice mode reform [J].

This collection of contributions is based on the results of the enviBUILD 2017 conference (Vienna, Austria, September 7-8, 2017) and presents for readers the variety of scientific and engineering approaches in the modern architecture, designing, and planning of buildings and city environment used in the modern civil engineering.

It based on engineering, and the civil engineering discipline which has its distinctive characteristics.
Considering our university’s talents training objective which is cultivating advanced applied talents with good moral quality, innovative spirit and practical ability, combining our university’s feature which has full range of characteristics and categories of civil engineering subjects, we put ”cultivating advanced applied talents with solid basis, adaptability, strong sense of innovation and competitiveness” as the objective of practical teaching of undergraduate.
Cultivating student’s engineering awareness in engineering training.
We let students listening engineering story, watching engineering practice, learning engineering content.
The essence of Engineering training is to cultivate engineering quality and ability of engineering practice.

Seismic Performance of High Titanium Heavy Slag High Strength Concrete Columns Xiaowei Li 1,a , Xuewei Li 1, b and Xin Yuan 2, c 1School of Civil Engineering, Panzhihua University, Panzhihua 617000, China 2College of Civil Engineering, Southeast University, Nanjing, Jiangsu, 210096, China alilixxxwww@126.com, blixuewei6688@163.com, cyuanxin9988@163.com Keywords: Civil Engineering, Seismic, Column, High Titanium Slag, Concrete, Slag.
The tests were conducted in engineering structure testing center of Panzhihua University.
In the practical engineering, the ratio of the core to gross area is relative larger, this is interest to the displacement ductility of column.
Lu: China Civil Engineering Journal, Vol. 37 (2004) No.5, p.32.

Preface The Civil engineering is traditional branch of industry where has used common materials and process already for years, but current time places higher demands on properties of new materials or human comfort in building.
This proceeding is composed of contributions that present the research of PhD and masters candidates from the Faculty of Civil Engineering, Czech Technical University in Prague.
These contributions were presented at the 5th annual conference "Nanomaterials and Nanotechnology in Civil Engineering 2016".
A significant portion of the presented papers were created in cooperation with the Center for Nanotechnolgy in Civil Engineering at the Faculty of Civil Engineering, Czech Technical University in Prague and Joint Laboratory of Technology Polymer Nanofiber Institute of Physics of the Czech Academy of Sciences and Civil Engineering at the Faculty of Civil Engineering, Czech Technical University in Prague.
Organizing Committee Department of Building Structures, Faculty of Civil Engineering, Czech Technical University in Prague Center for Nanotechnolgy in Civil Engineering at the Faculty of Civil Engineering, Czech Technical University in Prague Joint Laboratory of Technology Polymer Nanofiber Institute of Physics of the Czech Academy of Sciences and Civil Engineering at the Faculty of Civil Engineering, Czech Technical University in Prague Members of the Organizing Committee Pavla Ryparová Zuzana Rácová Václav Nežerka Pavel Tesárek Zdeněk Prošek Michael Somr Reviewers Ing.