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Health State Evaluation of Continuous Girder Bridge Based on Fuzzy Analytic Hierarchy Process Haitao Li 1,a 1School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan Anhui 232001,China ahurricane2005@yahoo.cn Key words: fuzzy analytic hierarchy process; evaluation of bridge conditions; grade of technical state; continuous girder bridges; degree of membership Abstract: Based on fuzzy analytic hierarchy process, The model of bridge health evaluation is established using the quantification relations between the bridge technical state evaluation grade and degree of membership function of bridge health evaluation, making use of the computed result of various index of degree of membership value and weight, obtains all levels of fuzzy evaluation collection.
References [1] Jianren Zhang:Structural reliability theory and its Application in bridge engineering(People's Transportation Press, Beijng 2003), in Chinese
[11] Baoshuang Ren, Jiaru Qian, Jianguo Nie et al: China Civil Engineering Journal Vol.2(2002), p. 97-102, in Chinese.

Study on Central Air-conditioning System Based on Fuzzy Prediction Control Yanqiu Zhaoa, Hongling Zhangb, Xiaofeng Zhangc Department of Electrical Engineer, Hebei institute of Architecture and Civil Engineering, Zhangjiakou 075000, China zhaoyanqiu000@sina.com, 270959780@qq.com, zhaoyanqiu000@126.com Keywords: fuzzy prediction control; LonWorks; central air-conditioning system Abstract.
Acknowledgements Foundation Project of Hebei institute of Architecture and Civil Engineering(Y-201308) References [1] Y.G.

An Internal Damage Real-Time Monitoring System Using CFRP-OFBG Plates Jun Zhao1,a, Pengfei Liu2,b* and Yiyi Xu1,3,c 1Guangxi University of Science and Technology, Liuzhou 545006, Guangxi Province, China 2School of Engineering, Newcastle University, Newcastle Upon Tyne, NE1 7RU, UK 3Australian Maritime College, University of Tasmania, 7248 Australia a99096367@qq.com, b*Pengfei.Liu@gmail.com, cwinxxyy@qq.com Keywords: Structural health monitoring; internal damage; CFRP-OFBG; damage location; Abstract.
Introduction In the past few years, CFRP composites have become more and more widely used in the civil applications.
Conclusion CFRP-OFBG can be used for both reinforcement engineering and performance trace.
Statistical methods for damage detection applied to civil structures. 
Procedia engineering, 199, 1919-1924

Solar Control Glass Hasim Altan1,a, Jitka Mohelnikova2,b 1 School of Architecture, The University of Sheffield, Crookesmoor Building, Conduit Road Sheffield S10 1FL, United Kingdom 2 Faculty of Civil Engineering, Brno University of Technology, Veveri 95, Brno, Czech Republic a h.altan@sheffield.ac.uk, bmohelnikova.j@fce.vutbr.cz Keywords: glass, window glazing, solar control glass, building indoor environments, daylighting, optical spectral properties Abstract.
The glass evaluation was completed within the frame of the bilateral collaborative Erasmus project between Building Environments Analysis Unit (BEAU), School of Architecture, The University of Sheffield, UK and the Faculty of Civil Engineering, Brno University of Technology, CR.
Beckmann: Solar Engineering of Thermal Processes (John Wiley & Sons, New York 1991)

Dielectric Properties of Concrete Specimens after Heat Stress LUNAK Miroslava, KUSAK Ivob and CHOBOLA Zdenekc Department of Physics, Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 60200 Brno, Czech Republic a kusak@dp.fce.vutbr.cz, b lunak@dp.fce.vutbr.cz, c chobola@dp.fce.vutbr.cz Keywords: impedance spectroscopy, dielectric losses, loss factor, conductivity losses, polarisation losses, concrete, heat stress.
References [1] Kusák, I.; Luňák, M., Tracking of concrete by means of impedance spectroscopy - electrical properties and porosity, contribution at Proceedings of the 5th International Conference on dynamics of Civil Engineering and Transport Structures and Wind Engineering, ISBN 978-80-554-0354-0, University of Žilina, 2011 [2] Plšková, I.; Chobola, Z.; Matysík, M., Assessment of ceramic tile frost resistance by means of the frequency inspection method, Ceramics-Silikáty 55 [2] 2011, 176-182, ISSN 0862-5468, 2011 [3] Luňák, M.; Kusák, I., An application for the impedance spectroscopy method and building material testing, Ministry of transport, ISSN 1802-971X, Brno, 2010 [4] Pazdera, L.; Topolář, L.; Bílek, V.; Smutný, J.; Kusák, I.; Luňák, M., Measuring of Concrete Properties during Hardening, In ESA 2010. 1.

Early-age Free Shrinkage of Mortars with Different Dosages of EVA Redispersible Powder LIU Sifenga, WANG Peiming Key Laboratory of Advanced Civil Engineering Materials, Ministry of Education, School of Materials Science and Engineering, Tongji University, 4800 Caoan Road, Jiading District, Shanghai 201804, China a sifengliu@hotmail.com Keywords: Early-age; Plastic free shrinkage; Redispersible EVA powder; Analysis of variance Abstract.
The authors acknowledge the financial support of Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education (No. 2010105) also.

FRCM/SRG - Masonry Joints: Experimental Investigation and Numerical Modelling Luciano OMBRES1,a, Antonio IORFIDA2,b and Salvatore VERRE1,c* 1Department of Civil Engineering, University of Calabria, Via P.Bucci Cubo 39B, 87036 Arcavacata di Rende, Cosenza, Italy 2Department of Mechanical, Energy and Management Engineering, University of Calabria, Via P.
Salzano, Design provisions for FRCM system bonded to concrete and masonry elements, Composites Part B: Engineering (2018), 15, 230-242
Bond between Carbon Fabric-Reinforced Cementitious Matrix and Masonry Substrate, J Mater Civil Eng 31(1) (2019) DOI: 10.1061/(ASCE)MT.1943-5533.0002561

Study on the Dynamic Performance of Asphalt Concrete under Passive Confined Pressure Hua Zhang, Fei Li, Yuwei Gao College of Civil and Transportation Engineering, HoHai University, Nanjing 210098 zhanghuacd@hotmail.com Key words: Asphalt concrete, High strain-rate, Confining pressure, Dynamic mechanical properties, Quasi-one dimensional strain.
Collop: Journal of Materials in Civil Engineering, Vol. 16 (2004) No.3, p212
Wang: Journal of Engineering Mechanics, Vol. 124 (1998) No.12, p.1303

Temperature Field Numerical Analysis of Different Freeze Pipe Spacing of Vertical Frozen Soil Wall Reinforcement at Shield Shaft Jun Hu1,a, Baoshi Jiang1,b, Hui Zeng2,c, Yanan Chen1,d, Yunyun Zhu1,a 1College of Civil Engineering and Architecture, Hainan University, Haikou, Hainan, 570228, China 2School of Civil Engineering and Architecture, Wuyi University, Guangdong, 529020, China ahj7140477@hainu.edu.cn, blanbaoshi-hit@qq.com, cwyunjfu@126.com, d576167462@qq.com Keywords: Shield Launching, Vertical Frozen Soil Wall, Freeze Pipe Spacing, Temperature Field Abstract.
Engineering Background The total length of Nanjing subway route-10 is 41.4 km, with 20 stations.

Rutting Evaluation of Aged Binder Containing Waste Engine Oil Nurul Hidayah Mohd Kamaruddin1,2,a, Mohd Rosli Hainin2,b, Norhidayah Abdul Hassan2,c, Mohd Ezree Abdullah1,d 1Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia (UTHM), 86400 Parit Raja, Batu Pahat, Johor, Malaysia. 2Faculty of Civil Engineering, Universiti Teknologi Malaysia (UTM), 81310 Skudai, Johor, Malaysia.
Table 1: Basic properties of used and un-used engine oil Properties Sources Waste Oil New Oil Viscosity (cP), 60°C 33.25 N/A Flash Point,°C 193 228 Fire Point, °C 210 N/A Loss on heating, °C 4.45 0.42 Oil type Synthetic Synthetic Viscosity Grade based on Society of Automotive Engineers (SAE) 10W/40 10W/40 Millage usage, km 5000 – 7000 N/A Table 2: Designation and constituents of binder Designation Constituents Binder A Virgin binder Binder B Virgin binder + aged binder Binder C Virgin binder + aged binder + waste oil Binder D Virgin binder + aged binder + new oil Results and discussion Effect on Isochronal Curve.