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Experimental Study on the Seismic Performance of Macro-Synthetic Fiber- Reinforced Concrete Ductile Columns Hua Ma1, a, Honghuan Wang1,b, Zhenbao Li1,c Xinyu Sun1 and Xuewei Zhang1 1Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China amahua@bjut.edu.cn, bwanghonghuan@emails.bjut.edu.cn, clizb@bjut.edu.cn Keywords: macro-synthetic fiber-reinforced concrete; ductile column; seismic performance Abstract.
The idea of practical engineering design and application of this kind of energy absorption system is proposed.
References [1] Zhenbao Li, Wenjuan Wang and Lei Wang: Journal of Building Structure Vol.36 No.3 (2006), p. 25-27 (In Chinese) [2] Weibo Yan, Zhengbao Li, Hua Ma and Xiyuan Zhou: Journal of Beijing University of Technology Vol.33 No.3 (2007), p. 283-288 (In Chinese) [3] Xiaomin Hao, Hua Ma, Jie Chen and Qingzi Ge: Tenth National Modern Structural Engineering Conference (2010) (In Chinese) [4] Weichen Xue, Bin Cheng: HENNAN Science Vol. 20 No.6 (2002), p. 697-701 (In Chinese) [5] Zongcai Deng, Jianhui Li, and Zhi Fu: Journal of Highway and Transportation Research and Development Vol. 22 No.7 (2005), p. 45-48 (In Chinese) [6] Zongcai Deng, Jianhui Li, Xianwei Wang, Chunguo Liu and Jianjun Zhang: New Building Materials No.7 (2006), p. 8-10 (In Chinese) [7] Zongcai Deng, Jianhui Li and Zuohu Wang: Journal of Beijing University of Yechnology Vol.33 No.4 (2007), p. 388-392 (In Chinese) [5] Zhangzhao Gu, Yaonian Zhu and Zhengping Wang: Shanghai Coustruction Science and Technology No.3
(1997), p. 40-41 (In Chinese) [9] Shuting Liang, Dajun Ding and Jianjun Zhao: Journal of Nanjing Architectural and Civil Engineering Institute Vol.31 No.4 (1994), p. 22-29 (In Chinese) [10] JGJ 101-96 Specificating of Testing Methods for Earthquake Resistant Building (1997) (In Chinese)

ZHANG1, b, Yansheng HUANG2, c 1School of Engineering and Information Technology, University of New South Wales, Canberra, ACT 2600, Australia 2School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, 510641, China aYuguo.Yu@student.adfa.edu.au, by.zhang@adfa.edu.au, ccvyhuang@scut.edu.cn Keywords: Bonding strength; Constitutive model; Finite element analysis; FRP; Interface Abstract.
References [1] Xinzheng Lu, Lieping Ye, Jinguang Teng et al., Meso-scale finite element analysis of FRP-to-concrete bond behavior, Engineering Mechanics, 23 (2006): 74-82
Seracino, Zhishen WU, Full-range behavior of FRP-to-concrete bonded joints, Engineering Structures, 26 (2004), 553-564.

Experimental and Numerical Analysis of Tensile Properties of Textile Reinforced Concrete with Steel Fibres Jan MACHOVEC1,a, Filip VOGEL1,b, Steven LINFORTH2,c and Petr KONVALINKA1,d 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague 6, Czech Republic 2The University of Melbourne, Melbourne School of Engineering, Building 173, VIC 3010, Australia ajan.machovec@fsv.cvut.cz, bfilip.vogel@fsv.cvut.cz*, cstevenjl@student.unimelb.edu.au, dpetr.konvalinka@fsv.cvut.cz Keywords: Tensile strength, dogbone sample, steel fibres, cement matrix.
References [1] Vogel, F., Holčapek, O., Konvalinka, P., Study of the Strength Development of the Cement Matrix for Textile Reinforced Concrete, Advanced Materials Research Vol. 1054 (2014) pp 99-103 [2] Barhum, R., Mechtcherine, V., Effect of short, dispersed glass and carbon fibres on the behavior of textile-reinforced concrete under tensile loading, Engineering Fracture Mechanics 92 (2012) 56-71 [3] Graybeal, B.A., Baby, F., Development of Direct Tension Test Method for Ultra-High-Performance Fiber-Reinforced Concrete, ACI Materials Journal/March-April 2013, pp. 177-186
[5] Karihaloo, B.L., Abdalla, H.M., Xiao Q.Z., Size effect in concrete beams, Engineering Fracture Mechanics 70 (2003), pp. 979-993, Elsevier Science Ltd

Technological system for weight measurements in a logistic warehouse BOŽEK Pavol1,a *, KORSHUNOV Alexander2,b and KOLLÁR Pavol3,c 1 Slovak University of Technology, Faculty of Materials Science and Technology Institute of Applied Informatics, Automation and Mathematics Hajdóczyho 1, 917 24 Trnava, Slovakia 2 Kalashnikov Izhevsk State Technical University, 7 Studencheskaya St. 426069 Izhevsk Russia 3 Technical University in Košice, Faculty of Electrical Engineering and Informatics, Department of Electrical Engineering and Mechatronics, Letná 9, Košice, Slovakia *apavol.bozek@stuba.sk, bkai@istu.ru, ckollar@kovalsystems.com Keywords: universal shelf stacker, control system, layers of control system, positioning, sensors, defragmentation Abstract.
Reston, Va, USA: American Society of Civil Engineers, 2007, pp. 961–967 [3] I.
In: Journal of Electrical Engineering, 2014, vol. 65, no. 5, online, p. 277-282

Vehicle Load Spectrum Simulation of Long-Span Bridges Ting-xia Xu1,a, Yan Li1,b, Zhi-wen Wu1,c 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 a1649926408@qq.com, b liyan2011@hit.edu.cn, c 253282390@qq.com Keywords: Highway bridges; Vehicle load; Fatigue load spectrum; Monte-carlo method Abstract: Based on the requirement for fatigue damage evaluation of long-span bridges, and existing research literatures, the vehicle type, vehicle weight and time duration are taken as characteristic parameters of random vehicle load.
Journal of Railway Science and Engineering, (4):14-18.
China Civil Engineering Journal, 30(5):20~27.
Engineering Structures, (24):1071~1084

Investigation of Co-Extrusion Using a Coat Hanger Die with Different Feedblock Cross-Section Nurdaulet Sharipkhan1,a, Omonini Clifford2,b, Asma Perveen2,c, Dichuan Zhang1,d, Dongming Wei3,e, * 1Department of Civil & Environment Engineering School of Engineering and Digital Sciences, Nazarbayev University, Kazakhstan 2Department of Mechanical & Aerospace Engineering, School of Engineering and Digital Sciences, Nazarbayev University, Kazakhstan 3Department of Mathematics, School of Sciences and Humanities, Nazarbayev University, Kazakhstan, Astana anurdaulet.sharipkhan@nu.edu.kz, bclifford.omonini@nu.edu.kz, casma.perveen@nu.edu.kz, ddichuan.zhang@nu.edu.kz, edongming.wei@nu.edu.kz Keywords: Coextrusion, Polymer, Coat hanger die, Carreau-Yasuda model Abstract.

Influence of Power and Frequency in the Femtosecond Laser Texturing of Ti6Al4V Jorge Salguero1,a*, Marcelo Romero2,b, Irene Del Sol1,c, Moises Batista1,d and Juan Manuel Vazquez-Martinez3,e 1Department of Mechanical Engineering and Industrial Design, School of Engineering, University of Cadiz.
Inventor Pedro Cawley 31, E11500 - El Puerto de Santa Maria, Spain 3Department of Civil and Industrial Engineering, Algeciras Higher Technical School of Engineering, University of Cadiz.

Research on the Anti-sulfate and Chlorine Corrosion Property of Concrete Jianmin Du1,2,a; Ruimin Jiao1,2,b; Yingshu Yuan1,2,c ; Xiaomeng Zhu3,d 1State key laboratory for geomechanics and deep underground engineering, 2School of Mechanics & Civil Engineering, China University of Mining & Technology, Xuzhou Jiangsu, 221116, China, 3School of Management Engineering, Shandong Jianzhu University, Jinan Shandong, 250101, China adjm1975@cumt.edu.cn, brmjlove.123@163.com, cysyuan@cumt.edu.cn, dzhuxm0312@yahoo.com.cn Keywords: Durability of Concrete; Sulfate corrosion; Sodium chloride; Relative dynamic modulus Abstract.
In recent years more and more sulfate corrosion problems were appeared in projects, some of which have endangered the safety of projects seriously with the development of engineering construction.

Progressive Collapse Evaluation for Historic Building Structures LIN Fenga , WANG Ying b, GU Xianglin c and ZHAO Xinyuand Department of Building Engineering, Tongji University, Shanghai, China a Lin_feng@tongji.edu.cn, bwangying_eer@163.com, cgxl@tongji.edu.cn, d330990421@qq.com Abstract Important historic buildings may be subjected to accidental loads during their service life.
Architectural and Structural Overview The Bund 18 building (Fig. 2), built in 1923, was designed by Palmer & Turner Architects and Surveyors and constructed by Trollope & Colls, Limited Engineering Department.
"Code for design of civil air defence basement."
[8] Seismic Evaluation Committee on Construction Engineering of Tongji University (SECoCETJ) (2003).
Structural Engineers, 25(5), 142-148.

Influence of Surface Treatment on Pore Structures of Cement-based Materials Chien-Hung Chen 1, Ming-Chin Ho 2, Shaing-Hai Yeh 2 and Ran Huang 1 1 Institute of Materials Engineering, College of Engineering, NTOU, Keelung 202, Taiwan 2 Architecture and Building Research Institute, Ministry of the Interior, Taiwan d91550004@mail.ntou.edu.tw Keywords: treated materials; cement-based materials; penetrating sealer; polymer; capillary pore; MIP; SEM micrograph; compressive strength; absorption; RCPT Abstract.
Nakamura: An enhancement in the nature of concrete with a multiplicative cement crystal type concrete materials (48th Annual Meeting of the Civil Engineering Socirty, 1992) [3] Y.
Yang, and R.Huang: Study of the effect of surface penetrating sealer on the properties of concrete, journal of chinese corrosion engineering , Vol. 16, No. 3 (2002), pp. 181-190