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Guruprasad1, Sridhar R.2,a, Ravi Kumar R.3,b           1Assoc. professor, Department of Civil Engg, CMR Institute of Technology, Bengaluru 2Professor, Department of Civil Engineering, SJBInstitute of Technology, Bengaluru 3Assistant Professor, Department of Civil Engineering, R N S Institute of Technology (former faculty in SMVITM, Bantakal), Bengaluru asridharrajagopalg@gmail.com, bravikumarr.kumar7@gmail.com Keywords: GGBSCC, Alccofines.
Vignesh & team (Students, Department of civil Engineering, SMVITM, Bantakal) And special thanks to Dr.
Vignesh & team (Students, Department of civil Engineering, SMVITM, Bantakal) And special thanks to Dr.
References [1] VR Anand, AV Pradeep Kumar, Aneesh V Bhat” An Experimental Investigation On The Performance of High Volume Ground Granulated Blast Furnace Slag Concrete” International Journal of Civil Engineering and Technolog,2017
G., “Highway Engineering”(ninth edition) Published by Nem Chand & Bros., Civil lines, Roorkee 247 667, India in 2011

Retrofitting of RC Beams: A Review John P Joseph1, a*, Anitta Jose2, b and George M Varghese3, c 1PG Student, Amal Jyothi College of Engineering, Kanjirappally, Kerala, India 2&3Assistant Professor, Department of Civil Engineering, Amal Jyothi College of Engineering, Kanjirappally, Kerala, India ajohnperekavil@gmail.com, banittajose@amaljyothi.ac.in, cgeorgemvarghese@amaljyothi.ac.in Keywords: Retrofitting, Epoxy, FRP, GFRP, CFRP, Cementitious Composites, ferrocement Abstract Reinforced concrete (RC) is the most popular building material in the construction industry.
In present days new techniques and methods are experimented in the civil engineering field to have better infrastructure.
Balamuralikrishnan, Strengthening of Structures by HPFRCC Laminates, Asian Journal of Civil Engineering (Building and Housing), 13(2012), 29-42
Balamuralikrishnan, Retrofitting of RC Beams with Externally Bonded SIMCON Laminates, The Open Civil Engineering Journal, 3(2009), 34- 40
Uddin, Structural Strengthening of RC Beams Externally Bonded with Different CFRP Laminates Configurations, Journal of Civil Engineering (IEB), 39(2011), 33-47

Analysis on Hot summer and cold winter areas of the thermal bridge Hybrid structure Xinhua Zhang1,a, Jianxin Liu2,b, Hongzhuan Zhang3,c, 1Shanghai Normal University, college of Civil Engineering, Shanghai 201418, China 2,3List all distinct addresses in the same way a-c zhxh152@shnu.edu.cn, 13162557029, 0086-021-57125262 Keywords: Hybrid structure.
When using or with air layer between the concrete hollow blocks, concrete porous bricks structure layer than substance structure of the wall, the structure of the coefficient of thermal insulation layer can press civil building thermal design specification regulation method for calculating the calculation.
Acknowledgements This work was financially supported by Shanghai Normal University general research (SK201136), Shanghai Normal University in civil engineering and construction of experimental teaching demonstration center (JWP-804) References [1] Xinhua Zhang, JianXin Liu etc.
Thermal Bridges in building envelope in hot summer and cold winter areas of thinking, Materials and Computational Mechanics 2011, Vol. 117-119, P1211-1214 [2] Civil building thermal design specification of GB50176-93 [M].
[6] GB50176-93, civil building thermal design specification [S].

Journal of Microcomputers in Civil Engineering, Vol. 9 (1994), p. 175-184
Graphical resource-based object-oriented simulation for construction process planning, of 5th International conference on Computing in Civil and Building Engineering, New York: ASCE, p.1390-1397(1993)
Animation of complex construction simulation models, of 3rd Congress on Computing in Civil Engineering, New York: ASCE, p.620-626(1996)
Journal of Computing in Civil Engineering, Vol. 15 (2001), p.329-337
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Pre-Dry Mixing Process of Low Carbon Alkaline-Activated Cement: Properties and Advantages in Practical Work of Construction Teewara Suwan1,a,*, Sakonwan Hanjitsuwan2,b, Gediminas Kastiukas3,c and Pitiwat Wattanachai4,d 1Center of Excellence for Natural Disaster Management (CENDIM), Department of Civil Engineering Faculty of Engineering, Chiang Mai University, Chiang Mai, Thailand 2Program of Civil Technology, Faculty of Industrial Technology, Lampang Rajabhat University, Lampang, Thailand 3Department of Civil and Environmental Engineering, College of Engineering, Design and Physical Sciences, Brunel University London, Uxbridge, United Kingdom 4Department of Civil Engineering Faculty of Engineering, Chiang Mai University, Chiang Mai, Thailand ateewara.s@cmu.ac.th, bhanjitsuwan@gmail.com, cGediminas.kastiukas@brunel.ac.uk dpitiwat@eng.cmu.ac.th, *Corresponding Author Keywords: Alkaline-Activated Cement, Fly ash, Geopolymer cement, Pre-dry mix process Abstract.
Journal of Materials in Civil Engineering, 29(10), p.04017181 (2017)

Petersburg, 191036, Russia 2Saint Petersburg State University of Architecture and Civil Engineering, Vtoraja Krasnoarmejskaja ul. 4, St.
Evaluation of Concrete Behaviour under High Temperature (2008) Thesis PhD, University of Colorado, USA, Department of Civil, Environmental and Architectural Engineering, 188 р
Supercritical deformation and limiting conditions of statically indefinable reinforced-concrete designs (2012) Bulletin of Civil Engineers, 1 (30), pp. 7074
Ognestoykost zhelezobetonnykh konstruktsiy: modeli i metody rascheta [Fire resistance of reinforced concrete structures: calculation models and methods] (2010) Civil Engineering Journal, 6 (16), pp. 5861.
Diachronic model of strain of corrosion-damaged reinforced concrete elements with cracks (2011) Bulletin of Civil Engineers, 4 (29), pp. 18–25

Preface The 4th International Conference on Mechanical Engineering, Materials Science and Civil Engineering (ICMEMSCE2016), which was held during 19-20 November 2016 in Sanya, China, is the continuation of the activity of a group of research scientists and specialists who met in 2012 at the 1st ICMEMSCE2012 in Harbin, China.
ICMEMSCE2016 provided an excellent international forum for academic exchanges among participants working on mechanical engineering, materials science, civil engineering and other related topics.
BOSI cooperate with IEEE (Institute of Electrical and Electronics Engineers), IEEE Harbin (Dalian) Section CIS Chapter and top university from in and out China by arranging and holding slap-up conferences on electrical engineering and automation, computer science, information technology, mechanic, materials, manufacturing engineering etc..

The Effect of Aggregate Type on the Properties of Lime Mortars Martin Vyšvařil1, a *, Tomáš Žižlavský1, b and Patrik Bayer1, c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic avysvaril.m@fce.vutbr.cz, bzizlavskyT@study.fce.vutbr.cz, cbayer.p@fce.vutbr.cz Keywords: Lime Mortar, Aggregate, Limestone, Quartz, Strength, Porosity, Carbonation.
Lime mortars represent indispensable building materials that have been used for centuries in civil engineering.
Introduction Lime-based mortars have been used for centuries in civil engineering as a binding material or for coating of wall surfaces of buildings.

Fly-ash Concretes of 50% of the Replacement Ratio to Reduce the Cracking in Concrete Structures Mingjie Mao1,2, Qiuning Yang1,2, Wenbo Zhang3 and Isamu Yoshitake4 1 School of Civil and Hydraulic Engineering, Ningxia University, Yinchuan, Ningxia, China 2 Engineering Technique Research Center for water Saving Irrigation and Water Resources, Yinchuan,China 3 Civil and Environmental Engineering, Yamaguchi University, Ube, Yamaguchi, Japan 4 Civil and Environmental Engineering, Yamaguchi University, Ube, Yamaguchi, Japan e-mail address: mailto:maomj@nxu.edu.cn (Corresponding Author: Mingjie Mao) Keywords:Fly-ash concrete; Early Age, Prediction Formulae for Strength; Thermal Stress Analysis Abstract:Fly-ash concrete used in massive concrete structure has superior advantages to reduce hydration heat.
[6] I.Yoshitake, F.Rajabipour, Y.Mimura and A.Scanlon, “A Prediction Method of Tensile Young's Modulus of Concrete at Early Age,” Advances in Civil Engineering, Hindawi, 2012 (in Press) [7] Japan Society of Civil Engineers (JSCE), “Standard Specifications for Concrete Structures”, 2008

School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China 2 College of Water Conservancy and Civil Engineering, South China Agriculture University, Guangzhou 510642, China ahuangjinlin@scau.edu.cn, bpyhuang@scut.edu.cn, czwli2005@tom.com, dxhzheng@scut.edu.cn Keywords: Multiple Linear Regression; The Bonding Strength; FRP; Dimensional Analysis.
FRP Composites in Civil Enginnring, 2001, p.365-372
Graduation Thesis, Department of Civil and Environmental Engineering, and University of Alabama in Huntsville, Alabama, USA , 2005 [4] Adhikary B.B, and Mutsuyoshi, H.
FRP composites in Civil Engineering, 2001,p.357-364
Journal of Structural Engineering, ASCE 2001, Vol.127, 2001,p.784–791