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Comparison of Stress-Strain Diagrams in Different Age of the Cement Matrix for Textile Reinforced Concrete VOGEL Filip1, a *, HOLČAPEK Ondřej1,b and KONVALINKA Petr1,c 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague 6, Czech Republic afilip.vogel@fsv.cvut.cz, bondrej.holcapek@fsv.cvut.cz, cpetr.konvalinka@fsv.cvut.cz Keywords Textile reinforced concrete, stress-strain diagrams, cement matrix.
Introduction The textile reinforced concrete is new modern material for the civil engineering.
This combination of cement matrix and textile reinforcement is an innovative combination of materials for using in the civil engineering construction.
There are a lot of possibilities for using textile reinforced concrete in the modern civil engineering [1].
It is necessary to absolutely understand the behaviour and characteristics of the cement matrix for wider use of the textile reinforced concrete in civil engineering.

Special thanks also for Faculty of Civil Engineering, University Technology MARA and RMI for the facilities and guidance to complete this study.
Faculty of Civil Engineering.Ho Chi Minh City University of Technology, Seminar Material, pp. 108-116.
In Journal of Engineering Science and Technology Vol. 7, No. 5 (2012).
In Journal of Structural Engineering, Vol 126.
In ICCBT 2008 - C - (18) –. 2008, pp203-212 [6] Timuran Engineering Sdn.

Urban Sewage Treatment Project Risk Management Model Li chen-yang1, a, Chen hong-guang*,b , Xie dan-dan2,c and Tian wei-wei2,d 1first author ,College of water conservancy and civil engineering, Northeast Agricultural University, Harbin 150030,China *Corresponding author,College of water conservancy and civil engineering, Northeast Agricultural University, Harbin 150030,China 2second author ,College of water conservancy and civil engineering, Northeast Agricultural University, Harbin 150030,China acli703@163.com, bchg218@126.com, cxdd0828@163.com, d1143379801@qq.com Keywords: Urban sewage; Risk model; Financing; Costs; Process; Decision.
The driven process of urban sewage treatment engineering project risk 1.1 The reorganizing of urban sewage treatment engineering project risk At present the risk of urban wastewater projects is focused on three issues which are financing project risk, cost risk and process selection risk.
Therefore, we must select the evaluation method that can be used in wastewater treatment engineering.
Therefore, this research uses the grey correlation analysis for the process selection optimization research of urban sewage treatment engineering. 1.4 The countermeasures of urban sewage treatment engineering project risk The countermeasure of urban sewage treatment engineering project risk is the programs which are to point to increase the chances of the goals and reduce the failure threat.
The mode of urban sewage treatment engineering project risk Urban sewage treatment engineering project risk model is based on the concrete analysis on the problem of sewage and use urban sewage treatment engineering project risk model in the management process, therefore, it has the same characteristics as the town model.

Case Study on Modeling Fire Action Complexity in Fire Safety Engineering of Structures Constantin Sorin Scutarasu 1, a *, Dan Diaconu-Sotropa 2, b and Marinela Barbuta 3, c 1,2,3„Gheorghe Asachi” Technical University, Faculty of Civil Engineering and Building Services, Dimitrie Mangeron No. 1, Iasi, Romania a*sorinscutarasu@gmail.com, bdan.diaconu-sotropa@ce.tuiasi.ro, cbarbuta.marinela@ce.tuiasi.ro Keywords: Fire safety engineering in building, structural behaviour in fire, concrete, FDS Abstract.
The result: occurrence of the publication International Fire Engineering Guidelines (last edition from 2005).
Preparing a fire engineering brief; 2.
Sub-systems of fire safety engineering [1] This case study article analyzes, using engineering techniques, only the initiation and development of the fire on the structural concrete elements in case of a religious building (SS-A and SS-B).
Verghese, International Fire Engineering Guidelines, 2005 ed., Canberra, Australia, 2005

Prediction on Autogenous Shrinkage of Self-Consolidating Concrete Wu Jian Long1,a, Kamal Henri Khayat 2,b and Feng Xing1,c 1Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen, China 2 Faculty of Civil Engineering, Université de Sherbrooke, Sherbrooke, Quebec, Canada alongwj@szu.edu.cn, bkamal.khayat@usherbrooke.ca; cxingf@szu.edu.cn Keywords: autogenous shrinkage; self-consolidating concrete; prediction models; prestressed concrete Abstract: Proper estimate of autogenous shrinkage of self-consolidating concrete (SCC) can provide engineers with the information necessary for producing high quality products manufactured with SCC.
References [1] Japan Society of Civil Engineers, “Recommendation for Construction of Self-Compacting Concrete,” Technical Session: Recommendations and Materials, pp. 417-437, 1998
[6] Jonasson, J., and Hedlund, H., “An Engineering Model for Creep and Shrinkage in HPC,” Proceedings of International RILEM Workshop on Shrinkage of Concrete, Shrinkage 2000, Ed. by Baroghel-Bouny, V. and Aïtcin, P. – C., RILEM, Paris, France, pp. 507–529, 2000

Base on the elastic-plastic analytical theory, an elastic-plastic time-history analysis of self-anchored cable-stayed suspension bridge, which engineering background is Dalian Gulf Cross-sea Bridge program, is performed by using general finite element software Midas/Civil.
Lui: Earthquake Engineering for Structural Design (CRC Press, New York 2006)
Chen, Lian Duan: Bridge Engineering:Seismic Design (CRC Press, New York 2003)
[4] Yousef Bozorgnia, Vitelmo V.Bertero: Earthquake Engineering from Engineering Seismology to Performance-based Engineering (CRC Press, New York 2004)
Chen, Charles Scawthorn: Earthquake Engineering Handbook (CRC Press, New York 2003)

Influence of Ultrafine Limestone Powder on the Performance of High Volume Mineral Admixture Reactive Powder Concrete Juanhong Liu1,a, Shaomin Song2,b, Yongmei Sun1,c and Lin Wang2,d 1College of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China 2 School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China ajuanhong1966@hotmail.com, bjohn.song65@163.com, csunyongmei1985@163.com, dwanglin1@bucea.edu.cn Keywords: Ground Limestone Powder, Reactive Powder Concrete, Viscosity, Fluidity.
In the field of civil engineering, with the rapid increase of high-rise buildings and long-span structures in China, RPC has had a huge application market as well as a broad prospect for application in civil engineering, petroleum, nuclear power, municipal engineering, marine engineering, military installations, bridges transformation and special structures project.
Zhao: Cement Engineering Vol. 1(2009), p. 15 (In Chinese) [8] R.J.

Introduction In civil engineering structures, the stress measurement is an important survey content in the structural testing and monitoring.
The basic principle is: control points or man-made marks is set up in the civil engineering structures such as steel structures, bridges, dams etc, the image information of the points is captured by the image sensor in the digital cameras, and then the location is calculated by image capture, transmission and digital image processing techniques.
This technology has wide application potential to civil engineering structures and mechanical structures. 2.
The system has some practical significance of the civil engineering structures and mechanical structures in the future.
Alander, "Deformation image generation for testing a strain measurement algorithm", Optical Engineering, vol. 47, 2008, p.1-13

Chegotova: Role of the technical customer in investment and construction activities (2012) Magazine of Civil Engineering.
Soldatenko: Model of work management in the operation organization for the maintenance of building systems (2013) Magazine of Civil Engineering. 2 (37). pp. 89-103.
Simankina: The service life estimation method for the structural elements of residential buildings (2013) Magazine of Civil Engineering. 7 (42). pp. 40-50.
Yakubson: Crisis and anticrisis (2008) Magazine of Civil Engineering. 1. pp. 3-4.
(rus) [21] V.M Yakubson: Energy audit of buildings and industrial plants (2011) Magazine of Civil Engineering. 5. pp. 2.

Introduction Civil engineering structures are becoming more and more large and complicated.
Although in some large structures in mainland China have been installed with SHM system, but in the field of disaster prevention and mitigation in civil engineering, research on structural health monitoring and damage detection is still relatively backward.
Existing civil engineering technology and methods of the health monitoring and damage detection, quite a few of them are transplanted from the aviation, aerospace and mechanical engineering and there are still some problems when applied in civil engineering structures.
For large complicated engineering structure, the change is negligible.
Testa: Modal Analysis for Damage Detection in Structures, Journal of Structural Engineering, 1991.117(10):p.3042 [3] Z.G.