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Modelling aerodynamics unsteady loads on the horizontal tail plane of a civil aircraft Raul Calderon1, a, Bertrand Aupoix2,b, Benoit Calmels3, c, Christophe David4, d 1 PhD student Airbus/Onera, 316 Route de Bayonne, Toulouse, France. 2 Research Director ONERA The French Aerospace Lab, F-31055, Toulouse, France 3 Aerodynamics engineer at Airbus, 316 Route de Bayonne, Toulouse, France. 4 Engineer at Altran Sud-Ouest, Toulouse, France.
Soumillon, Phénoménologie et modélisation d’écoulements aérodynamiques instationnaires décollés pour la prévision des phénomènes aéroélastiques liés au tremblement des avions civils, Thèse Supaero, 2002

Simplified Calculation Model of Eco-Composite Wall Structure Based on Composite Yingxia Tian1, 2, a, Wei Huang1, b, Dong Zhao1,c and Chenghua Zhang1,d 1College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, China 2 School of Civil and Architecture Engineering, Xi’an Technological University, Xi’an, 710032, China atianyingxia@126.com, bqqhuangwei2005@126.com, czdong@pub.xaonline.com, dzch_0819@163.com Key words: Eco-composite Wall Structure, Multi-ribbed composite wall, Composite Mechanical Model, Rigid Frame-composite Plate Model.
Experimental analysis shows that rigid frame-composite elastic plate model can meet the usage of engineering in elastic stage, and it provides a more simplified calculation method.
Yao: Civil Eng.
Yao: Proceedings of The Tenth International Symposium on Structural Engineering for Young Experts, china, (2008), p.657

Study on the Geotechnical Engineering Properties of Polluted Soil Zhenying Zhang1,a, Dazhi Wu1,b, and Lijun Yan1,c 1School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, P.R.
To investigate the geotechnical engineering properties of polluted soil, ten soil samples are collected from Anqing copper ore, Anhui Province, China.
The geotechnical engineering parameters of the polluted soil are measured in the soil mechanics laboratory.
Some scholars have studied the geotechnical engineering properties of the polluted soils.
[3] Chen Yunmin, Ye Xiaowei and Zhang Minqiang: Journal of Geotechnical Engineering, Vol.27 (2005), p.211-217

Sustainability, bio-engineering and economy are the buzzwords of modern Geotechnical engineering practice.
Damage to Bunds and their Repercussions Today we find plenty of damage to these ancient structures as most people don’t comprehend that these are marvels of Ancient Civil Engineering.
These were kept safe and dry in polyethylene bags in the soil-mechanics laboratory of the Department of Civil Engineering, Goa Engineering College and marked, indicating the soil description, sampling depth and date of sampling.
Civil engineers must look back and learn about the traditional eco-friendly construction practices followed by our ancestors to look forward for stable and maintainable development.
Tijjani, Effect of Bagasse Ash on Lime Stabilized Lateritic Soil,, Jordan Journal of Civil Engineering, Volume 9, No. 2, 2015

The Research of Seismic Behavior of the Brick-wood Building in the Northeast Delong Yu1, aBaitao Sun2, bPeilei Yan2,c 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2 Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080 china ayudelong99@hotmail.com, b sunbt@iem.net.cn, cyanpeilei325@sohu.com Keywords: The Northeast; Typical brick-wood building; Seismic behavior; Reinforcement measures Abstract.In Northeast China, brick-wood building is widely distributed, but due to the absence of the seismic code, there are many differences between structure and construction technology in different regions .That makes the seismic capacity is uneven.
[4] LihongXiong, WuWenbo, SunYue: China Civil Engineering Journal, Vol.45(2012)No.2, p103
[8] QiwangSu, HuXu, HaoWu, YangZhang,GuoqinLiu: China Civil Engineering Journal, Vol.46(2013)No.1, p111
[9] LihongXiong,MinzhengZhang: Earthquake Engineering and Earthquake Vibration, Vol.24(2004)No.2, p82
[10] LeiSun,FushengLiu, ShaojieWang, ZhaoyanCui: China Civil Engineering Journal, Vol.46(2013)No.2, p58.

Numerical modeling of the subsoil-structure interaction Jana Labudkova 1, a *, Radim Cajka 2, b 1 Department of Structures, Faculty of Civil Engineering, VŠB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic 2 Department of Structures, Faculty of Civil Engineering, VŠB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic a jana.labudkova@vsb.cz, b radim.cajka@vsb.cz, b Keywords: Foundation structure, soil – structure interaction, interaction models, 3D finite elements, Finite Element Method.
Loading test was performed using unique experimental equipment constructed in the area of Faculty of Civil Engineering, VŠB-TU Ostrava.
The construction of the test equipment was conducted in the Faculty of Civil Engineering, VŠB-TU Ostrava [15].
Fillo, The Maximum Punching Shear Resistance of Flat Slabs, Procedia Engineering, Vol. 65, 2013, pp. 376-381
Sejnoha, Modeling of soil structure interaction during tunnel excavation: An engineering approach, Advances in Engineering Software, pp. 51-60

Preface It is our pleasure to welcome you to the 2014 4th International Symposium on Chemical Engineering and Material Properties (ISCEMP 2013) in Taiyuan, China.
ISCEMP 2014 is the first conference dedicated to issues related to Chemical Engineering, Mechanical Engineering, Information technology, Manufacturing, Automation, Control, Mechatronics, Measurement and Monitoring, Control and Management, Materials Science, Power Systems and Electronics, Computing Methods and Algorithms, Electric Applications, Environmental and Civil Engineering.
A major goal and feature of it is to bring academic scientists, engineers, industry researchers together to exchange and share their experiences and research results, and discuss the practical challenges encountered and the solutions adopted.
The program consists of invited sessions, and technical workshops and discussions with eminent speakers covering a wide range of topics in Chemical Engineering, Mechanical Engineering, Information technology, Manufacturing, Automation, Control, Mechatronics, Measurement and Monitoring, Control and Management, Materials Science, Power Systems and Electronics, Computing Methods and Algorithms, Electric Applications, Environmental and Civil Engineering.

Effective stiffness of rectangular confined concrete columns with continuous compound spiral hoop Wei Li1, a, Lei Jiang2,b and Linzhu Sun 1,c 1 College of Architecture and Civil Engineering, Wenzhou University, Wenzhou, Zhejiang, 325035, China 2 Department of Civil Engineering, Shandong University of Science and Technology, Qingdao, Shandong, 266510, China aweili@wzu.edu.cn, bxijianda100@126.com, clinzhusun@163.com Keywords: Effective stiffness, Rectangular concrete columns, Continuous compound spiral hoop, Flexure, Bar slip, Shear.
References [1] American Society of Civil Engineers (ASCE).
Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41[S].American Society of Civil Engineers, Reston, VA, 2007
Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41, Supplement 1[S].American Society of Civil Engineers, Reston, VA, 2007
Journal of Structural Engineering , ASCE, 1988 ,114 (8):1804―1826.

Developing a Framework of Economic Model for Building Component Lifecycle Repair Nasly Bt Mohamed Ali1, a, Nima Amani2, b , Roslida Abd Samad3, c 1Professor, Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang 2Ph.D.
Candidate, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia 3Lecturer, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia anasly@ump.edu.my, bnimautm@yahoo.com , croslida@utm.my Key words: Building Component.
Journal of Transportation Engineering.
Thesis, University of Alberta, Department of Civil Engineering, Alberta, Canada (2006)
Thesis, University of Waterloo, Department of Civil Engineering.

Feng`e Luo, 1972, Professor of airline operation control, Civil Aviation Flight University of China ,aZhenzhenJiaZhenzhenJia, 1987, Post-graduate of Civil Aviation Flight University of China ,b 1Civil Aviation Flight University of China, 46 Nanchang Road, Guanghan, Sichuan province, China 2Civil Aviation Flight University of China,46 Nanchang Road, Guanghan, Sichuan province, China alucylilyluo@sina.com, bjiazhenzhen123@126.com Key words: Average load rate, Cargo &mail volume, Available cargo &mail volume, Cluster analysis.
The data collecting, filtration and processing of target airport This article collects the18000 sample segment data of target airport (short in SSDTA) from civil aviation with statistics 2009>, civil aviation with statistics 2010> and civil aviation with statistics 2011>.
Such as Professor Yaru Dang and Professor Ran Wei, Civil Aviation University of China, DOC.
Acknowledgements This work was financially supported by the scientific research of Civil Aviation Flight University of China.
The temporal configuration of European airline networks [J], Amsterdam: Utrecht University, 2003 [3] Establishment and Application of Hub-Route-Network [J], Mingguo Bo, Jinfo Zhu, System Engineer, Vol.24, No.5, May, 2006 [4]Ran Wei, Domestic air cargo network structure demonstration analysis [J], Enterprise Economy, Vol.3 2011