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Bond Behavior of FRP Bars in Concrete Ondřej Januš1,a*, František Girgle1,b, Vojtěch Kostiha1,c, Petr Štěpánek1,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic ajanus.o@fce.vutbr.cz, bgirgle.f@fce.vutbr.cz, ckostiha.v@fce.vutbr.cz, dstepanek.p@fce.vutbr.cz *corresponding author Keywords: FRP, bond, composite, reinforcement, experiment.
Pecce, Bond Performances of FRP Rebars-Reinforced Concrete, Journal of Materials in Civil Engineering, 2007 [3] A.
Malvar, Bond Stress-Slip Characteristics of FRP Rebars, Naval Facilities Engineering Service Center, 1994 [6] E.

Student, Dept. of Civil Engineering, Chung Hua University, HsinChu, Taiwan ashaotsai@chu.edu.tw, ba380901@gmail.com Keywords: Finishing-free Concrete, Quality Control, Construction Technology, Air Voids, Honeycombs, Vibration Abstract.
Construction Technology of Finishing-free Concrete Finishing-free concrete transfers from one of the structural material into a textural material widely applied to the complete performance of construction as fair-faced concrete or bridge engineering.
This construction technique is normally used to buildings or civil foundation engineering.

Thin Lightweight Panels Made of Textile Reinforced Concrete ŘEPKA Jakub1,a, VLACH Tomáš1,b, LAIBLOVÁ Lenka1,c, HÁJEK Petr1,d, ŽENÍŠEK Michal1.e and KOKEŠ Pavel1,f 1Department of Building Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic arepka.jakub@fsv.cvut.cz, btomas.vlach@fsv.cvut.cz, clenka.laiblova@fsv.cvut.cz, dpetr.hajek@fsv.cvut.cz, emichal.zenisek@fsv.cvut.cz, fpavel.kokes@fsv.cvut.cz Keywords: Textile Reinforced Concrete, High Performance Concrete, Facade Panels, Lightened Abstract.
The high performance concrete used in this research is one that was developed at the Department of Building Structures, Faculty of Civil Engineering, Czech Technical University in Prague.
Voss, Investigations on the bearing behaviour and application potential of textile reinforced concrete, Engineering Structures, 30/7 (2008) 2050-2056

Study of a Typical Soil Used For Concrete Bricks in Miracema, State of Rio De Janeiro, Brazil Niander Aguiar Cerqueira1,a, Jonas Alexandre1,b, Afonso Rangel Garcez de Azevedo1,c, Gustavo de Castro Xavier1,d, Veronica Scarpini Candido2,e, Carlos Maurício Fontes Vieira3,f, and Sergio Neves Monteiro2,g 1 UENF - State University of the Northern Rio de Janeiro, LECIV – Civil Engineering Laboratory; Av.
Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, Brazil 2Department of Materials Science, Military Institute of Engineering - IME, Praça General Tibúrcio, 80, Praia Vermelha, Urca, RJ, CEP 22290-270, Urca, Rio de Janeiro, RJ, Brazil. 3State University of the Northern Rio de Janeiro, UENF, Advanced Materials Laboratory, LAMAV; Av.
Samples were collected according to the norm [5] and characterized at the Laboratory of Civil Engineering (LECIV) of the State University of the Northern Rio de Janeiro (UENF), in the city of Campos dos Goytacazes, Brazil.

In technical practice it is often used when calculating heat balance (losses or gains) and therefore belongs to the very basic relationships used especially in thermal engineering [2].
Literature References References to articles: [1] SOBOTKA, J., PHYSICAL VALUES IN TECHNOLOGY DRY MASONRY BUILDINGS, contribution to a conference Juniorstav 2015, ISBN 978-80-214-5091-2, Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Brno, 2015 [2] FICKER, Tomáš.
[4] SOBOTKA, J., REMOVAL EFFICIENCY OF BIOTIC PEST BY MICROWAVE RADIATION, contribution to a conference 14. expert conference of PhD studies, Juniorstav 2012, ISBN 978-80-214-4393-8, Brno University of Technology, Faculty of Civil Engineering, 2012

The compressive behavior of horizontally casted concrete filled steel tubular members with consideration of the process of concrete casting Wenbo Sun1, a, Yiqun Luo1,b , Wei Huang2,c 1 School of Civil and Traffic Engineering, South China University of Technology, Guangzhou, P.R.China 2 School of Science and Engineering, Jinan University, Guangzhou, P.R.China asunwenbo@scut.edu.cn, bluoyiqun_scut@tom.com, cwei.h0101@gmail.com Keywords: concrete filled steel tube; bearing capacity; the nonlinear finite element method Abstract.
Journal of Harbin University of Civil Engineering and Architacture, 1997.

Adsorption of nitrobenzene and benzoic acid from aqueous solution by all-silica zeolite beta Qingdong Qin1, a, Jun Ma2, b and Dafang Fu3, c 1School of Civil Engineering, Southeast University, 2 Sipai Road, Nanjing 210096, P R China 2School of Municipal and Environmental Engineering, Harbin Institute of Technology, 202 Haihe Road, Harbin 150090, P R China 3School of Civil Engineering, Southeast University, 2 Sipai Road, Nanjing 210096, P R China aqinqingdong@yahoo.com.cn, bmajun@hit.edu.cn, cfdf@seu.edu.cn Keywords: zeolite beta; adsorption; nitrobenzene; benzoic acid; isotherm Abstract.

Performance evaluation of Epoxy asphalt and study of Epoxy asphalt used on deck surfacing of concrete bridge Yanchun Li1,a, Pan Zhang1,b , Rui Lv1,c, Yuzhuo Xu2,cand Guojing Hou2,c 1Hebei University of Technology, Department of Civil Engineering, Beichen District of Tianjin,300401,China 2Baoding of Heibei Province, Department of Transportation Highway Management Office, 071000,China ahbgydx2012@163.com, bzhangpan.1985@163.com, clvrui_1207@163.com Keywords: Epoxy asphalt, Epoxy asphalt concrete, deck surfacing, compound material, the course of construction of Epoxy asphalt Abstract.
In 1967, the U.S. engineering firm used epoxy asphalt concrete across the San Francisco's SanMateo-Hayward Bridge, the bridge deck with epoxy asphalt concrete pavement materials as the first commercial application, and still maintain good performance.
Japan as early as the 1970s, on the epoxy asphalt conducted extensive research, Hokkaido University, civil engineering disciplines, study on the preparation of epoxy asphalt, modulus, and stress relaxation properties, destroyed properties were studied.

Designing and Evaluating Safety Accident Emergency Management for Construction Project under Fuzzy Environment Chenghua Li 1, a, Yunxiu Sai 1, b and Hui Mao 2, c 1 School of civil engineering, Xi’an Technological University, Xi’an, Shaanxi, 710032, China 2 School of civil engineering, Qingdao Technological University, Qingdao, Shandong, 266033, China ali_chenghua@163.com , bsaiyxiu@263.net, cmh76@qtech.edu.cn Key words: Safety Accident Emergency Management; Fuzzy TOPSIS; Evaluation; Multi-criteria Decision.
Construction Engineering and Management, Vol. 136(9) (2010), p.981

At the same time, engineering innovations were developed for electromechanical equipment that could automatically record data obtained during a fire experimentally.
The above mathematical, scientific, and engineering breakthroughs provided the foundation for the first revolution in fire resistance testing.
History of Fire Protection Engineering, National Fire Protection Association, Quincy, MA, 2003
Chow, Review on the requirements on fire resisting construction, International Journal on Engineering Performance Based Fire Codes. 3 (2002) 68–83
Poklonsky, Refinement of the parameters of concrete "stress-strain" diagram at elevated temperatures, Bulletin of Odessa State Academy of Civil Engineering and Architecture. 46 (2012) 360–367