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Introduction Carbon fiber composites，for their excellent physical and chemical properties, as a structural material or materials used for local reinforcement, they are widely used in areas such as aerospace and civil engineering [1~3].
Research and practice of smart sensor networks and health monitoring systems for civil infrastructures in mainland China [J].
Engineering plastics application. 2007，35（2）：48-51 [5] ZHOU Wen-song, LI Hui, OU Jin-ping.

Effects of Braces on Progressive Collapse Resistance of Steel Frame Lichang Dong1,a, Lai Wang1,2,b 1College of Civil Engineering, Shandong University of Science and Technology, Qingdao 266590, China; 2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Qingdao 266590, China adonglichang_2008@126.com bwlkdtjxy@sina.com Keywords: progressive collapse; steel frame structure; braces; dynamic nonlinear analysis Abstract.

Use of Bended for Reinforcement in the Design of the Slab-Column Connection of a Flat Slab Structure KOSTIHA Vojtech1,a*, GIRGLE Frantisek1,b , JANUS Ondrej1,c , VASATKO David1,d and Petr Stepanek1,e 1Brno University of Technology, Faculty of Civil Engineering Veveri 331/95, 602 00 Brno, Czech Republic akostiha.v@fce.vutbr.cz, bgirgle.f@fce.vutbr.cz, cjanus.o@fce.vutbr.cz, d197539@vutbr.cz, estepanek.p@fce.vutbr.cz Keywords: Composite FRP Reinforcement, Bent/Shaped Reinforcement, Shear Reinforcement, Flat Slab Abstract.
The main motivation of the experimental activities performed at the Faculty of Civil Engineering of the Brno University of Technology was to verify, on a suitable element, the possibility of using the developed bent FRP reinforcement as shear reinforcement in the design of locally supported slabs, as it is a structural solution with a potentially wide area of application.

Compressive Strength Effects on Flexural Behavior of Steel Fiber Reinforced Concrete Seok-Joon Jang1,a, Gwon-Young Jeong1,b Mi-Hwa Lee1,c Keitetsu Rokugo2,d and Hyun-Do Yun1,e 1Department of Architectural Engineering, Chungnam National University, Daejeon, 34134, Republic of Korea 2Department of Civil Engineering, Gifu University, Gifu 501-1193, Japan asuk-joon@nate.com, bwlqks123@naver.com, cchlgmdwk21@nate.com, drk@gifu-u.ac.jp, ewiseroad@cnu.ac.kr (corresponding author) Keywords: Steel fiber, Flexural behavior, Toughness, Compressive strength, Concrete Abstract.
This fiber is the most popular in Korea for civil infrastructural due to economical merit.

Possibility of using the technical hemp as a filling component in external thermal-insulation composite systems Šárka Keprdová1, a, Jiří Bydžovský2, b 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic 2 Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic aKeprdova.s@fce.vutbr.cz, bBydzovsky.j@fce.vutbr.cz Keywords: Technical hemp, hemp insulation, binding component, cement, calcium hydroxide, fly-ash.

Comparative Analysis of Specifications for Calculation of Prestress Losses in Chinese, US and European Concrete Codes Hongyan Ding1, 2, a, Yuan Liu1, b 1School of Civil Engineering,Tianjin University,Tianjin 300072,China; 2Key Laboratory of Coast Civil Structure Safety(Tianjin University),Ministry of Education300072,China adhy_td@163.com b1442440854@qq.com Keywords: The specification, The prestressed, The losses, The comparison Abstract.
This section will analyze an engineering instance that takes an annular tank of prestressed concrete as the object of study.

Multilayered Elastic Medium under Axisymmetric Loading and Surface Energy Kanin Tarntira1,a, Teerapong Senjuntichai1,b* and Suraparb Keawsawasvong1,c 1Applied Mechanics and Structures Research Unit Department of Civil Engineering, Chulalongkorn University, Bangkok10330, THAILAND akanin.tarn@gmail.com, bteerapong.s@chula.ac.th, csuraparb@hotmail.com *The corresponding author Keywords: Gurtin-Murdoch model; Multilayered medium; size-dependency; surface stresses Abstract.
Acknowledgement The work presented in this paper was supported by the Thailand Research Fund (grant number BRG 5880017) and the Civil Engineering Centennial Scholarship of Chulalongkorn University.

Experimental Study of Concrete Beams Reinforced with GFRP Rebars Exposed to High Temperatures DANĚK Petr1,a, ROZSYPALOVÁ Iva1,b*, KAREL Ondřej1,c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic apetr.danek@vutbr.cz, biva.rozsypalova@vutbr.cz, condrej.karel@vutbr.cz Keywords: concrete, beam, GFRP, high temperature, load bearing capacity.
At the age of 3 months, the reinforced beams were exposed to temperature load on the fire test furnace (see Fig. 2) at the AdMaS Centre of the Faculty of Civil Engineering, Brno University of Technology.

Experimental Investigation of Unbonded Post-tensioned Short-limb Shear Wall WeiWei Sun 1, a, Jun Yuan 2,b 1 Department of Civil Engineering, Nanjing University of Science&technology, Nanjing 210094, China 2 College of Civil Science and Engineering, Yangzhou University, Yangzhou，225009，China asww717@163.com, b tjyuanjun@163.com Keywords: unbonded; prestress; short-limb; shear wall; quasi-static; test Abstract.

High-Volume Municipal Solid Waste Incineration Bottom Ash Concrete Pavel REITERMAN1, 2, a, Ondřej HOLČAPEK1, b, Aneta KRAUSOVÁ3, c, Michal ŠYC3, d and Martin KEPPERT2, e * 1Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29 Praha 6, Czech Republic 2Czech Technical University in Prague, University Centre for Energy Efficient Buildings, Třinecká 1024, 273 43 Buštěhrad, Czech Republic 3Institute of Chemical Process Fundamentals of the CAS, v. v. i., Rozvojová 2/135, 165 02 Praha 6, Czech Republic apavel.reiterman@fsv.cvut.czmail, bondrej.holcapek@fsv.cvut.cz, ckrausova@icpf.cas.cz, dsyc@icpf.cas.cz, emartin.keppert@fsv.cvut.cz Keywords: MSWI bottom ash, recycling, concrete.
Conclusions The future of MSWI bottom ash management probably lies in thorough separation of marketable portions of BA such are iron and non-ferrous metals scrap and glass shreds; the rest matter can be utilized as aggregates in civil engineering.