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Engineering Dept., Imperial College of Science, London SW7, U.K
[8] Kibboua; Dynamic Analysis under Ambient Vibrations of a cable-stayed Bridge on OuedDib at Mila, Master’s Thesis in Civil Engineering, ENP, Algeria, 2006
Thesis, Mechanical Engineering, University of Sherbrooke, Quebec, Canada, June 1992
Bathe; Finite Element Procedures in Engineering Analysis, Prentice-Hall Inc., Englewood Cliffs, 1982
[16] Aseismic Rules Applicable to the Domain of Civil Engineering Structures, MDTP 2008.

Experimental research on the stability of spatial lattice shell Gan Tang 1, 2,a, Weiwei Li1,b , Linfeng Yin1 ,c, Xiaoming Guo1,d 1 School of Civil Engineering, Southeast University, SiPaiLou 2, Nanjing, China, 210096 2 Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, YuDao Street 29, Nanjing, China, 210016 atanggan@sina.com(corresponding author), bliwei547163663@163.com, ceking@seu.edu.cn , dxmguo@seu.edu.cn Keywords: Spatial lattice shell, stability, experiment, automatic harmony loading control system, measured imperfections method Abstract.
Zhao, Theoretical and experimental study on the stability of sheet space structures with imperfections, China Civil Engineering Journal, Vol.41, No.8, pp.44-47, 2008

Two-stage system for utilization of renewable energy sources with application of natural physical cavities Milan Bielek1, a, Boris Bielek1,b, Juraj Híreš1,c and Ján Szabó1,d 1Slovak University Of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak Republic amilan.bielek@stuba.sk, bboris.bielek@stuba.sk, cjuraj.hires@stuba.sk, djan.szabo@stuba.sk Keywords: Natural physical cavity, in-situ experiment, renewable energy sources, heat pump Abstract.
Methodology for the second part of the paper utilizes the new knowledge about energy regime of natural physical cavities acquired from the in-situ experiment, based on the computational experiments by simulation program SSTT (STU Faculty of Civil Engineering) and the model of outdoor climate in the form of test reference year for the locality of Bratislava.
Košice : Technical University of Košice, Civil Engineering Faculty, 2012

Beijing university of civil engineering and architecture, Beijing 100044, China.
The main KOMATSU system in Japan, Switzerland, CREHOS system, PAVUE system in Sweden, the causal HARRIS systems, Road Crack system in Australia, the United States PCES system and UNIAMS system, the Civil Engineering Department of University of Arkansas, Way Link system; Canada's Wise Crax system etc .In the last 20 years, research on the technology of extraction and recognition of many foreign researchers spend a lot of time and energy to pavement cracks, and achieved certain results.
Acknowledgment The work is supported by the financial supports given by Basic Research Program of Beijing university of civil engineering and architecture,Item Title: Identify Method Research on Key Environment Features under Vehicle's Driving Based on Machine-vision.Item Number:Z10050 And the Basic Research Program of Xinjiang University of Finance and Economics (Grant No. 2011boshi005).

Experiment and Finite Element Simulation Analysis About Temporary Bracing YANG Jianguo1, Yang Xiao2, Ding Kewei3 1Department of Civil Engineering, Anhui Water Conservancy Technical College, Hefei 231603,P.R.China; Email:838534091@qq.com 2School of Civil Engineering, Anhui University of Architecture; 491748002@qq.com 3School of Civil Engineering, Anhui University of Architecture; yangxiaokaka@163.com Keyword:Temporary bracing Combined slab Static load experiment Housing Industrialization.

It is widely acknowledged that aerospace science industry is a high-tech industry featuring system engineering technology and management.
No doubt, this is a need for accurate measurement, high speed computing, rapid disposal of system engineering, which requires the use of system engineering, system engineering management also needs support.
The two is Hi-speed data acquisition & mega-data processing technology, reliable motion recognition and image matching technology.Surveillance and security system for major events, which is the specialty of aerospace system engineering technology and management.
I believe that with the accelerated construction of well-off society in China, the need to use the space systems engineering technology and management means there will be more and more economic development and social management field, improving the effectiveness of the method to solve the new problems.
References [1] Chinese Aerospace Science and Industry Corporation information technology demonstration report, Beijing: 2012.9 [2] Hou Guangming, research on the development of science technology and industry for national defense, civil military integration, Beijing: Science Press, 2009.11 [3] Li Yan Wang Jinfa, civil military integration strategies, Beijing: China Astronautics Press, 2009.1 [4] Chen Zhenming, theory of public management science, Beijing: Renmin University of China press, 2007.11

Behavior of the leaning tower of Pisa: insights on seismic input and soil-structure interaction Raffaello Bartelletti1,a, Gabriele Fiorentino2,b*, Giuseppe Lanzo3,c, Davide Lavorato 2,b, Giuseppe Carlo Marano4,e, Giorgio Monti3,f, Camillo Nuti2,5,g, Giuseppe Quaranta3,g, Fabio Sabetta6,i and Nunziante Sgueglia1,j 1University of Pisa, Via Diotisalvi 2, 56126 Pisa, Italy 2Dept. of Architecture, Roma Tre University, Largo Giovanni Battista Marzi, 10, 00153 Rome, Italy 3Dept. of Structural and Geotechnical Engineering, Sapienza University of Rome, Via Gramsci 53, 00197 Rome, Italy 4 Dept. of Science of Civil Engineering and Architecture, Technical University of Bari, Via Orabona 4, 70125 Bari, Italy 5Visiting Professor at Fuzhou University, College of Civil Engineering Fuzhou, Fujian 350108, China 6 Department of Civil Protection, Via Vitorchiano 4, 00189 Rome, Italy ar.bartelletti@ing.unipi.it, b gabriele.fiorentino@uniroma3.it, cgiuseppe.lanzo@uniroma1.it, ddavide.lavorato@
Meanwhile, significant progresses have been made in the field of earthquake engineering.
Squeglia, Behavior of the leaning tower of Pisa: analysis of experimental data from structural dynamic monitoring, Proceedings of the 2nd International Symposium “Advances in Civil and Infrastructure Engineering, Vietri sul Mare (Italy), June 2015
Gazetas, Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations,  Soil Dynamics and Earthquake Engineering, 9 (2006) 824-853
Faccioli, Macroseismic intensities for seismic scenarios, estimated from instrumentally based correlations,  First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland (2006) 3-8

Mechanical properties of composites with embedded FBG sensors in manufacturing engineering WenJuan Wang 1, a, Hao Song1,b, Wei Guo1,c and Nan Sheng1,d 1Box No.1066.
FBG (fiber Bragg grating) sensors are appropriate for embedding in composites manufacturing engineering.
Fiber Bragg grating (FBG) sensors have emerged as a reliable, in situ, non-destructive tool for monitoring, diagnostics and control in civil structures.
Due to their small size and weight, optic fiber sensors are appropriate for embedding in composites manufacturing engineering [1].
Bisic mechanical properties of composites embedded with FBG sensors Composites manufacturing engineering.

Analysis the effect of grouting pressure on shallow soil thickness which covered the shield tunnel Jie Liu1, 2,a, Huan Lin1,b, Yanwei Cao3,c 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin, 300072, China 3Power supply company of State Grid Corporation，Zhangjiakou, 075000, China atdlj5536@sina.com, b13612195011@126.com,c13612195255@126.com Keywords: tunnel; shallow covering; soil thickness; wall back grouting; Abstract: Passing through the inland river the tunnel generally lead to overburden small thickness of overlying soil, the disturbance effect of shallow soil here is very large.
So the research of the thickness of the overlying soil is the key to solve the engineering problems.
(3)By the improvement of calculation method for that:①there is a linear relationship between the minimum thickness with grouting pressure,and with the increasing of the grouting pressure the minimum thickness increases.②A nonlinear relationship between the minimum thickness with slurry viscosity, soil permeability coefficient and grouting time.③With the above curves, the grouting pressure, grouting slurry properties and grouting time have great influence on tunnel overburden soil depth.So it must be considered in the computation, otherwise it will cause engineering accident
Tunneling methods through river(lake, sea)bed under shallow covering by shield(Chinese Journal of Rock Mechanics and Engineering, 2004, 23(5): 857－861)

Yadollahi2,b 1Department of Civil Engineering, Faculty of Engineering, Islamic Azad University, Ayatollah Amoli Branch, Amol, Iran 2Structural Engineer, Shomal University, Amol, Iran am.gholizadeh@iauamol.ac.ir, byadollahi.y.271@gmail.com *Corresponding Author, E-mail: m.gholizadeh@iauamol.ac.ir Keywords: Steel Plate Shear Wall, Corrugated Plate, Ultimate Bearing Capacity, Energy Dissipation, Stiffness, Ductility Abstract.
Design criteria for corrugated shear plate Shear panels are widely used as structural members in civil, naval and aeronautical engineering.
Plate girders, braced frame systems and thin steel plate shear walls are examples of civil engineering elements that notably use thicker plates in comparison with aeronautical engineering elements.
In civil engineering, welding infill steel plates to the beams and columns of a frame in building has potential to modify structural behavior, converting a moment frame system into a steel plate shear wall (SPSW).
Seffenb, in: Numerical analysis of morphing corrugated plates, Procedia Engineering 1, (2009), p. 79–82