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In recent years, different methods and algorithms for damage detection in civil structures have been proposed.
Smith: Computer-Aided Civil and Infrastructure Engineering Vol. 20 (2005), p. 118 [5] A.
Tubino: 6 th Asia-Pacific Symposium on Wind Engineering, Seoul (2005) [15] D.
Smith: Advanced Engineering Informatics, (2006), in press [16] F.
Santa: Proceedings of the fib-TG 5.1, Institute of Structural Engineering, Vienna (1999) [18] D.

This study introduces a nano smart material to develop a novel sensor for Structural Health Monitoring (SHM) of mechanical and civil systems.
To address the need for new intelligent sensing, this study introduces a nano smart material to develop a novel sensor for SHM of mechanical and civil systems.
However, the inability to fabricate bulk material has been a serious obstacle to the use of CNTs in engineering applications.
The spray or tape type long continuous strain sensor is anticipated to be a novel versatile sensor in mechanical and civil engineering because of its static and dynamic strain measurement with longer covering range and less data acquisition channel due to multi-functional sensing characteristics.
Ruggles-Wren: accepted to Composite Part B: Engineering (2005) [22] T.W.

About ICBM Brno University of Technology, Faculty of civil engineering, Department of building materials organized already the 11th Conference Binders that was held with international participation under the name "ICBM - International Conference Binders and Materials " and that were presented both scientific and practical knowledge of the civil engineering industry binders and materials.
Organized by: Brno University of Technology Under auspices of the Dean of the Faculty of Civil Engineering Prof.

Preface Brno University of Technoly, Faculty of civil engineering, Department of building materials and Centre AdMaS organized already the 14th International Conference Silicate Binders 2015 that was held with international participation under the abreviation ICBM 2015.
The scientifical and practical knowledges of civil engineering industrial binders and materials were presented on this conference.
Dušan Dolák Hana Vasasová Organized by: Brno University of Technology Under auspices of the Dean of the Faculty of Civil Engineering Prof.

Preface Brno University of Technoly, Faculty of civil engineering, Department of building materials and Centre AdMaS organized already the 17th International Conference Silicate Binders 2018 that was held with international participation under the abreviation ICBM 2018.
The scientifical and practical knowledges of civil engineering industrial binders and materials were presented on this conference.
Committees Organized by: Brno University of Technology Under auspices of the Dean of the Faculty of Civil Engineering Prof.

Study on Engineering Characteristics of Coarse-Grained Soil based on Large-Scale Triaxial Test Fu-yong Chu1, a 1School of Civil Engineering, Lishui University, Lishui, Zhejiang 323000, China acfy1976@hhu.edu.cn Keywords：coarse-grained soil; triaxial tests; engineering characteristics; strength and deformat Abstract：Using large-scale shearing device, isotropiclly consolidated-drained triaxial test under different confining pressures are performed for overburden material of ShuangJiangKou earthdam which relative density is 0.9.
So it is widely used in hydraulic engineering, traffic engineering and civil engineering.
However, Because the engineering characteristics of coarse-grained soil is more complicated.
Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1998, 124(5) : 439-449
Engineering properties and applications of coarse grained soil[J].

Pilot measurement At the Faculty of Civil Engineering testing device was constructed so that the phenomena could be examined.
Topping, (Editor), "Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 18, 2007.
Tsompanakis, (Editors), "Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 208, 2011.
Topping, (Editor), "Proceedings of the Eighth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 114, 2012.
Barros, (Editors), "Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 121, DOI:10.4203/ccp.91.121, (2009).

Mechanical Properties and Corrosion Mechanism of GFRP Rebar in Alkaline Solution Jize Mao1, a, Hongwei Zhang1, b, Jianfu Lv1, c ，Daoguang Jia1,d and Shikai Ao1,e 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China amaojize@hrbeu.edu.cn,bzhw19880117@126.com,clvjianfu@hrbeu.edu.cn,djiadaoguang@163.com eao_bin@outlook.com Keywords: GFRP rebar, Alkaline solution, Tensile strength, Corrosion Abstract: Steel corrosion is one of the main problems of concrete structure durability.
The obtained results in this paper can provide application reference of GFRP materials in civil engineering. 1.
[2] H.S.OH, D.Y.MOON, and S.D.KIM: An investigation on durability of mixture of alkali-resistant glass and epoxy for civil engineering application.

Citation & Copyright (to be inserted by the publisher) An Analysis of the Characteristics of SPG Bridges Using NExT and ERA for Real-Time Monitoring Gwanghee Heo 1, Giu Lee 2, Dong-gi Lee 3, Chin Ok Lee 4 and Man Goo Kim 5 1 Professor, Dept. of Civil Engineering, Konyang University Naedong 26, Nonsan, Chungnam 320-711, Korea 2 Doctoral Candidate, Dept. of Architectural Engineering, Chungnam National University Gung-dong 220, Yuseong-gu, Daejeon 305-764, Korea 3 Professor, Dept. of Control Engineering, Konyang University Naedong 26, Nonsan, Chungnam 320-711, Korea 4 Professor, Dept. of Civil Engineering Chungnam National University Gung-dong 220, Yuseong-gu, Daejeon 305-764, Korea 5 Doctoral Candidate, Dept. of Civil Engineering, Chungnam National University Gung-dong 220, Yuseong-gu, Daejeon 305764, Korea Keywords: ERA, NExT, Real-time monitoring, SPG bridge Abstract.
This paper proposes a structural real-time monitoring method for civil structures.
Finally, it is proved to be effective for the real-time identification of the characteristics of civil structures.
R01-2002-000-00434-0 from the Basic Research Program of the Korea Science & Engineering Foundation.
[8] Heo, Gwanghee, Lee, giu and Shin, Heung Chul, " Smart Monitoring System for Large Structures Using Natural Excitation Techniques," Journal of Korean Society of Civil Engineers(KSCE), Korea, November 2003, submitted.

Analysis of foundation pit deformation monitoring results about Xia Shengou station in Shenyang Bin Zhang1,a, Rong JIN2,b, Xianglian YU3,c 1Institute of Civil Engineering and Transportation, Liao Ning Technical University, Fuxin, China 2Institute of Civil Engineering and Transportation, Liao Ning Technical University, Fuxin, China 3Institute of Civil Engineering and Transportation, Liao Ning Technical University, Fuxin, China azhangbin3351888@163.com, b617256595@qq.com, c 502114503@qq.com Keywords:Deep excavation; Pit deformation; Supporting structure deformation; Pile deformation Abstract.
Geotechnical Engineering,1999,21 (4) :456-460
Geotechnical Engineering, 2008,30 (6) :818-823
[6] Yu Jianlin,GONG Xiaonan,foundation pit deformation behavior studies,Civil Engineering Journal [J] .2002,35 (4): 86 ~ 90
Excavation engineering deformation control [M].