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Application of Health Monitoring Technology in Steel Structure Engineering of Jinan Olympic Sports Center Xuejun Zhou1, a, Rongqian Yang2,b , Xiao Ma3,c , Yuan Xu1,d 1School of Civil Engineering, Shandong Jianzhu University, Jinan, China 2School of Civil Engineering, Shandong University, Jinan, China 3Department of Civil Engineering, Shandong Urban Construction Vocational College, Jinan, China axuejunzhou@126.com, byrq0610@qq.com, c79939730@qq.com, d48067370@qq.com Keywords: Large-span steel structure; Health monitoring; Optimal placement; Sensor; Layout of test point; Engineering application Abstract.
Engineering situation Jinan Olympic Sports Center is the main venue of Eleventh National Games of China.
Engineering Mechanics. 2010. 27:105-112.
Jinan Olympic Sports Center Gymnasium’s Health Monitoring Engineering Report[R].Jinan: Shandong Jianzhu University, 2008:2-18.
Jinan Olympic Sports Center Stadium’s Health Monitoring Engineering Report[R].Jinan: Shandong Jianzhu University, 2008:2-18.

Technology and Application Prospect of Tilt-up Construction in China Han Qing1a, Wang Yihang2b, Zhang Guowei3c, Wu Hui 4d 1-4School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China hanqing269@sina.coma, bjackbucea@gmail.com, czhangguowei@bucea.edu.cn, dwuhui@bucea.edu.cn Keywords: Fabricated construction; Tilt-up construction; Recycled concrete; Abstract: Tilt-up is a method for constructing concrete wall rapidly and economically without formwork.
With the application of the recycled concrete in tilt-up construction, which is being researched in the Beijing University of Civil Engineering and Architecture, tilt-up building can be has a larger benefit obviously in the suburbs and rural area.
Beijing university of civil engineering and architecture had been researched the performance of recycled concrete in the material and structural lab.
[3] The Tilt-up Construction and Engineering Manual [4] Kevin Lemieux, Robert Sexsmith, Gerry Weiler.
The 6th National Civil Engineering Graduate Academic Forum. 2008

Structural health monitoring (SHM) of civil infrastructure using wireless sensor networks (WSNs) has received significant public attention in recent years.
Introduction Structural Health Monitoring (SHM) of bridges has drawn considerable interest of researches in both civil and communication engineering fields.
The ISM 400 sensor board has been designed for monitoring civil infrastructure through the Illinois SHM Project, an interdisciplinary collaborative effort by researches in civil enginering and computer science at University of Illinois at Urbana-Champaign [7].
Conclusion SHM of bridges was discussed based on two different expertise domains: Civil Engineering and Communication Engineering.
Expert in civil engineering field are interested in making a real-time inspection of the bridge.

Ubertini Department of Civil and Environmental Engineering, Via G.
Abstract The progress of nanotechnology resulted in the development of new instruments in the civil engineering and its applications.
[3] Kırgız, M.S., “Strength Gain Mechanism for Green Mortar Substituted Marble Powder and Brick Powder for Portland Cement”, European Journal of Environmental and Civil Engineering, Issue Sup1: Supplement: Green Binder Materials for Civil Engineering and Architecture Applications, 20, (2016a), 38-63
Kofod, Large-scale surface strain gauge for health monitoring of civil structures, Proc. of SPIE - The International Society for Optical Engineering, 8347,83471P (2012) [19] A.
[27] Kırgız, M.S., “Strength Gain Mechanisms of Blended-Cements Containing Marble Powder and Brick Powder”, KSCE Journal of Civil Engineering, 19(1), (2015e), 165–172

Possibilities of Using Natural Fibres for Production of Particular Insulation for Use in Civil Engineering Martina Reif1, a *, Jitka Hroudová1,b and Jiří Zach1,c 1Brno University of Technology, Faculty of Civil Engineering, Admas Centre, Veveří 331/95, 602 00 Brno, Czech Republic areif.m@fce.vutbr.cz, bhroudova.j@fce.vutbr.cz, czach.j@fce.vutbr.cz Keywords: Natural fibres, thermal conductivity, insulation materials, straw, wood fibres, cellulose fibres Abstract.
Introduction Currently, high demands are put on energy cost savings in civil engineering, the lowest possible manufacturing costs of building materials and constructions and at the same time, high demands are put on the maximum comfort of residents.
Polymer-plastics technology and engineering.

Acconding on the course of quantitative analysis of fault complexity in mine and modern civil engineering at present, single fault complexity coefficient represents various geologic facts, and its value is less than the fact.
Introduction Geological structure is one of the important factors impacting mine construction and production and modern civil engineering.
Quantitative analysis of mine and civil engineering structure complex degree is relies heavily on research of structure network.
Fault complexity coefficient is a one-to-one relationship between the result of the calculation and geological characteristics of fault, and Its a simple and be improved rapidly and applied more widely, and it presents precise indicators in evaluation of fault complexity coefficient, and help to high yield and efficiency in mine production and modern civil engineering.

Evaluation of Bridge Project Variants from the LCC Perspective Daniel Macek1,a,*, Matouš Kosina1,b 1Czech Technical University in Prague, Faculty of Civil Engineering, Prague, Czech Republic a,*daniel.macek@fsv.cvut.cz, bmatous.kosina@fsv.cvut.cz Keywords: Bridges.
The lowest purchase price is the easiest criterion in tendering for civil engineering.
This tool is the Bridgepass Application, developed at the Faculty of Civil Engineering, CTU in Prague [4].
Engineering, CTU in Prague.
Based on the output application software Buildpass processed Faculty of Civil Engineering CTU in Prague establish a ranking of the tenders evaluation committee from the most to the least appropriate and assign the best offer 100 points.

Failure of Slender Concrete Columns of Loss of Stability BENKO Vladimír1,a *, KENDICKÝ Peter2,b and GÚCKY Tomáš3,c 1, 2, 3 Faculty of Civil Engineering at SUT in Bratislava, Radlinského 11, SK-810 05 Bratislava, Slovak Republic avladimir.benko@stuba.sk, bpeter.kendicky@stuba.sk, ctomas.gucky@stuba.sk Keywords: Experimental research, slender columns, numerical analysis, global reliability, resistance.
Abstract Experimental verification of global reliability of slender reinforced concrete columns from the regular concrete C45/55 and high performance concrete C70/85 was realized within the applied research of the Faculty of Civil Engineering at Slovak University of Technology in Bratislava (SUT).
When the characteristic strength of concrete reached 60%, the experimental columns were conveyed to the Central laboratory of Civil Engineering Faculty SUT Bratislava.
Fig. 8 Predictions of working diagram of the columns from concrete C45/55 Tab. 1 Results of predictions for stability failure of the columns from the concrete C45/55 Fig. 9 Predictions of working diagram of the columns from concrete C100/115 Tab. 2 Results of predictions for stability failure of the columns from the concrete C100/115 Experimental verification After the predictive calculations, production of experimental samples and preparation of laboratory conditions the concrete columns were tested in Central laboratory of the Civil Engineering faculty SUT Bratislava.
Procedia Engineering Vol. 65: Concrete and Concrete Structures 2013.

Saint Petersburg State University of Architecture and Civil Engineering, Russia  Prof. dr hab. inż.
Saint Petersburg State University of Architecture and Civil Engineering, Russia  Prof.
Beijing University of Civil Engineering and Architectue, China  Prof.
Saint Petersburg State University of Architecture and Civil Engineering, Russia  Prof. dr hab. inż.
Beijing University of Civil Engineering and Architectue, China  Prof.

New Eco-Friendly Gypsum Materials for Civil Construction Rute Eires 1,a, Aires Camões 1,b , Saíd Jalali 1,c 1 Civil Engineering Dept., University of Minho, Campus de Azurém, 4800-058, Guimarães, Portugal a rute@civil.uminho.pt, baires@civil.uminho.pt, csaid@civil.uminho.pt Keywords: Waste recycling.
Acknowledgement The authors would like to express their acknowledgment to the Engineering School of the University of Minho and to the Portuguese Foundation for Science and Technology (FCT) through project POCI/ECM/55889/2004 for financing this research work.