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Experimental Testing of the Weathering Steel Road Bridge in Ostrava Viktor Urban a, Vít Křivý b and Lukáš Fabián c VŠB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Structures, Czech Republic aviktor.urban.st@vsb.cz, bvit.krivy@vsb.cz, clukasfabian@centrum.cz Keywords: Weathering steel, Bridges, Corrosion, Corrosion losses, Corrosion test, Experimental testing.
Acknowledgements This contribution was created and financially supported by the Grant Agency of the Czech Republic (registration number of project 13-16124P) and the project “Conceptual development of science and research activities on the Faculty of Civil Engineering, VSB-TU Ostrava” References [1] P.
Fabian: Experimental investigation of corrosion processes on weathering steel structures, Key Engineering Materials,Vols. 577-578, pp 397-400, Trans Tech Publications, Switzerland, doi:10.4028/www.scientific.net/KEM.577-578.397 (2014) [6] V.

Toledo1, a *, Valeria Isamitt 2,b 1Assistant Professor, Civil Engineering Department, Universidad Andres Bello, Sazié 2119, 1st Floor, Santiago, Chile. 2Civil Engineering Student, Universidad Andres Bello, Santiago, Chile.
Civil Engineering Thesis.

Behavior of Densified Normal Strength Concrete under Elevated Temperature Bo-Ming Zhao 1,a, Gai-Fei Peng 1,b and Ting-Yu Hao 2,c 1 Faculty of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044, China 2 Research Institute of High Performance Concrete, CRIBC, MCC, 100088 Beijing a mail: bmzhao@bjtu.edu.cn, bmail: gfpeng@bjtu.edu.cn, c mail: ty@chinahpc.net Keywords: Densified normal-strength concrete, fire resistance, explosive spalling, polymer fiber Abstract.
Sultan: Journal of Structural Engineering, February (2003), p. 253
Feng: Journal of Civil Engineering, Vol. 33 (2000), p. 19.

Test of Adhesion and Shear Strength of Polyurethane Adhesives to Cement-bonded Particleboard Barbora Nečasová*1,a, Pavel Liška1,b and Jiří Šlanhof1,c 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Technology, Mechanization and Construction Management, Veveří 331/95, 602 00 Brno, Czech Republic a*necasova.b@fce.vutbr.cz, bliska.p@fce.vutbr.cz, cslanhof.j@fce.vutbr.cz Keywords: Vented facade, timber profiles, cement composite cladding, PU adhesives, bonded joints.
Thus, civil engineers are currently very often meeting with obstacles as revitalization or redemption of façades.
Structural adhesive bonded joints in engineering – drafting design rules.

Development of Lightweight, Remediation Plasters and Study of Their Moisture Behavior Jitka Hroudová1, a *, Jiří Zach1, b, Martin Sedlmajer 1, c, Azra Korjenic2, d 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 Vienna University of Technology, Faculty of Civil Engineering, Institute of Building Construction and Technology, Karlsplatz 13, 1040 Vienna, Austria ahroudova.j@fce.vutbr.cz, bzach.j@fce.vutbr.cz, csedlmajer.m@fce.vutbr.cz, dazra.korjenic@tuwien.ac.at Keywords: plaster, lightweight aggregate, rehabilitation of buildings, moisture transfer.
Hemachandra Reddy; Mechanical property evaluation of sisal–jute–glass fiber reinforced polyester composites, in: Composites Part B: Engineering, 2013, pp. 1–9

Debonding behaviors of CFRP strengthened RC beams with weak interfaces Sen Lia, Xiaogang Wangb and Xingang Zhouc School of Civil Engineering, Yantai University, Yantai 264005, China alsn881029@163.com, bwxgnet@163.com, cytuzhou@126.com Keywords: CFRP, Reinforced concrete beam, Cover delamination, Weak interface Abstract: Debonding behaviors of CFRP strengthened RC beams were experimentally investigated under the influence of weak interfaces, which are induced either by defective bonding of replaced cover or expansive cracks.
Engineering application of CFRP strengthened corroded concrete structures [J].
China Civil Engineering Journal, 2010, 43(6); 34-41.

Influence of Abrasive on Planarization Grinding Based on the Cluster Magnetorheological Effect Qiusheng Yan1, a, Jiewen Yan1, b, Jiabin Lu1, c,Weiqiang Gao1, d and Min Li1, e 1Faculty of Electromechanical Engineering, Guangdong University of Technology, China aqsyan@gdut.edu.cn, byanjiewen1214@163.com, clujiabin@gdut.edu.cn, dwqgao@gdut.edu.cn, emuzi1818@163.com Keywords: Cluster MR-effect, Abrasive, Planarization grinding.
Introduction With the request of the national defence  and advanced civil products, there is an increasing demand of ultra precision machining for ultra small and large scale products.
In order to satisfy the civil and practical demand of the optical parts, the material removal rate should be more efficient.
Tool Engineering.
Key Engineering Materials, Vol. 443(2010), p. 406

Effects of Some Design Parameters on the Static Performance of the Truss String Structure Chengwei Huang1,a Rui Shao2,b and Deli Zhang3,b 1Kunming University of Science and Technology, Institute of Civil Engineering.650093.Yunnan,China 2YUNNAN YICHENG Architectural Design Co.Ltd.650118.
Yunnan, China 3YunNan Xinbo Engineering Consulting Co.
References [1] ShenShiZhao, The development of long-span space structure—Retrospect and Prospect.Civil engineering journal. 31 (3). 1-4 [2] BaiZhengXian, LiuXiLiang, LiYiSheng, New space structure —The beam string structure, spatial structure 2001.7 (2). 33-40 [3] ANSI/AISC 360-05 LRFD 2005 An American National Standard Specification for Structural Steel Buildings,Chicago,IL,March,2005 [4] Mamoru Kawaguchi,Shiro Kato.Metal Space Structures[J].

FEM Study on Flange Width-Thickness Ratio of Links in Eccentrically Braced Frames Xiangrong Chen1, a, Xiaosong Lu2,b , Gang Li1, c and Jian Zhou 3,d 1School of Civil Engineering , Xi’an University of Architecture and Technology, Xi’an, Shaan xi, 710055,China 2School of Civil and architecture Engineering , Xi’an Technological University, Xi’an, Shaan xi, 710032,China 3Shaanxi Institute of Architectural Design Company, Limited, Xi’an, Shaan xi, 710003,China acxr90@126.com, bhxsjylxs@126.com, cligang518@126.com dzhoujian386785@yahoo.com.cn Keywords: Eccentrically Braced Frame; Link Beam; Flange Width-Thickness Ratio; Cyclic Load Abstract.
Okazaki, Gabrie Arce and Han-Choul: Journal of Structural Engineering, Vol.131 (2005):p.1526-1535.

Microstructure and Finite Element Analysis about Ceramic Concrete after High Temperature Qingxia Sun 1,a , Wanzhi Cao 2,b , Hairu Xue 3,c and Qiang Su1,d 1 Shandong Urban Construction Vocational College, Jinan China 250103 2 School of Civil Engineering, Northwest University for Nationalities, Lanzhou China 730124 3 China Railway Tenth Group, Jinan China 250117 a sunqingxia1982@163.com, bcaowanzhi2029@126.com, c xuehairu@sina.com dsuqiang1001@gmail.com Key words: Ceramic Concrete; High Temperature Effect; Microstructure; Finite Element Analysis Abstract.
Architecture and engineering, 2008(11):134-135
Civil Engineering journal,2002,35(6):44-47