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Experiment on Mechanical Properties of Steel Fiber Concrete Under Dynamic Load WANG Qi Sheng1,a,Wan Guo Xiang2,b,Chen Qin Rong3,c 1School of civil engineering, JiaYing University, Meizhou,China; 2School of physics and optic information technology, JiaYing University, Meizhou, China; 3School of civil engineering, JiaYing University, Meizhou, China aWangqis1970@126.com,bwrm324@126.com,c631920816@qq.com Corresponding author: Wang Qi-Sheng, PhD, E-mail:wangqis1970@126.com Key words: Steel fiber concrete, volume ratio, mechanical properties, experiment Abstract.
Engineering mechanics, Vol. 18 (2001) , p.115 [4] D.
International Journal Impact Engineering, Vol. 25(2001), p. 869 [5] Han zhao.
Rock Mechanics and Rock Engineering.

Imran Ghazali6,f 1,2,3,4,5Department of Structures and Materials Engineering, Faculty of Civil and Environmental Engineering, UniversitiTun Hussein Onn Malaysia, 86400 Johor, MALAYSIA. 6Department of Engineering Mechanics, Faculty of Mechanical and Manufacturing Engineering, UniversitiTun Hussein Onn Malaysia, 86400 Johor, MALAYSIA athayati@uthm.edu.my,bshurl_Y@yahoo.com,cazizy@uthm.edu.my, drachelasiew@gmail.com, e4dzdzikru@gmail.com, fimran@uthm.edu.my Keywords: Ground borne vibrations, multi-storey, dynamic analysis, vehicles.
[2] Hunaidi, O., Traffic vibrations in building, Canadian Journal of Civil Engineering 39(2000) 1-6

Experimental study on seismic performance of AAS-CFST column Wen-feng CHEN1, a , Xiao-hui YUAN2, b*, Bi LI3, c 1 School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070,China. 2 College of Civil Engineering, Xin Yang Normal University, Henan 464000, China. 3 Changjiang Institute of Survey, Planning, Design and Research Co., Ltd, Wuhan, 430010, China.
Introduction During the past several decades, engineers pay more and more attention to concrete filled stell tube(CFST) for its good mechanical and convenient construction performance[1-2].
Acknowledgements This work was financially supported by important research project(201201 YB01) of Logistical Engineering University, Chongqing.
The Structural Engineer, 1989, 67(19): 346-353

Rocco Lahr4 1 Department of Civil Engineering, State University of São Paulo “Júlio de Mesquita Filho”, Itapeva, 18.409-010, Brazil. 2 Department of Rural Buildings, Faculty of Agricultural Engineering, State University of Campinas, Campinas, 13083-970, Brazil. 3 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 4 Department of Structural Engineering, Engineering School of São Carlos (EESC/USP), São Carlos, 13566-590, Brazil. 1sams@dec.feis.unesp.br (Corresponding Author), 2raquel@feagri.unicamp.br, 3alchristoforo@yahoo.com.br, 4frocco@sc.usp.br Keywords: Medium Density Particleboard.

Finite element analysis of high strength recycled concrete beam flexural properties HaiLong Zhang1,a, ChangChun Pei*2,b 1,2Department of Structural Engineering, College of Engineering, Yanbian University, Yanji, 133002, China ajxxf-aqq@163.com, bpeicc@ybu.edu.cn Corresponding Author: ChangChun Pei(1976-) is a male Doctor(Master Instructor) from Yanji city, Jilin province, China.
Civil Engineering Journal 2006;39(9):43-46
Civil Engineering and Environmental Engineering 2010;32(4):125-130

Glukhovsky Scientific Research Institute for Binders and Materials, Kyiv National University of Civil Engineering and Architecture, Povіtroflotsky avenue 31, Kyiv, 03680, Ukraine 4Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic аkrav.anastasiya@gmail.com, bsguziy@ukr.net, calekslion77777@bigmir.net, dpetranek.v@fce.vutbr.cz Keywords: fire-retardant properties, coating, geocement, timber constructions, operation.
Building Materials, Products and Sanitary Engineering, No 48, Kiev, Ukraine (2013),p. 89–93.
Building Materials, Products and Sanitary Engineering, No 49, Kiev, Ukraine (2013), p. 13-20.
Building Materials, Products and Sanitary Engineering, No 52. (2014), p. 147-153.

Seismic Behavior of Two-story Brick Masonry Building Dong An1, a, Tiejun Qu2, b and Jianwen Liang1, c 1School of Civil Engineering, Tianjin University, Tianjin, 300072, China 2College of Architecture and Civil Engineering, North China University of Technology, Beijing, 100144, China ahadesloveln@163.com, bqutiejun18@163.com, cliang@tju.edu.cn Keywords: Tie-column, Ring-beam, Pseudo-dynamic test, Hysteretic Curve, Skeleton Curve Abstract.
Klemenc, Seismic behaviour of confined masonry walls, Earthquake Engineering & Structural Dynamics Vol.26 (1997) p.1059
Petkovic, Seismic Behavior of Masonry Walls: Experimental Simulation, Journal of Structural Engineering Vol.122 (9) (1996) p.1040
[8] Hu Yuxian: Earthquake Engineering (Earthquake Press, Beijing, 2006).

School of Civil Engineering, Tianjin University/Key Laboratory of Coast Civil Structure Safety Ministry of Education, Tianjin 300072, China 2.China Academy of Urban Construction, Beijing 100000, China abwomen17@163.com,bkangjingfu@126.com,csce2008_tl@163.com, djasonxiao_85@163.com Key words: tunnel liner pre-stressed with circumferential tendons; piezometer; internal water pressure; the leakage of liner Abstract: Whether the leakage taking place is an important basis for the safety evaluation of the hydraulic tunnels that the concrete liner was pre-stressed with tendons.
By analyzing the monitoring data of piezometer, the momentary working status of the tunnel can be understood; the abnormal phenomena and unsafe hidden danger can be found in time, and the remedial measures can be taken to avoid the engineering accident.
Fig.1 The structure of vibrating wire piezometer Layout of piezometers in Xiao Langdi sediment tunnels The tunnel liner pre-stressed with circumferential tendons is a new type of lining, which is suitable for the hydraulic tunnel engineering with high water head, thin surrounding rock, and poor geological conditions[2-4].
Up to now, prestressed concrete liner has been used in a number of large hydraulic engineering in China, for instance, the hydropower tunnel of Ge Heyan hydroelectric power plant, Tian Shengqiao hydropower tunnel, Yellow River crossing tunnel of south-to-north water transfer project, as well as Xiao Langdi sediment tunnels and Liaoning Da Huofang reservoir water conveyance tunnels.
Chinese Journal of Rock Mechanics and Engineering, Vol. 20(2001), p. 842-845(In Chinese)

The Crack Limit Analysis Based on the Fracture Mechanics of the Main Arch of the Stone Arch Bridge LEFEI ZHANG1a ZILIN YI 2b YONGJUN DENG 3c 1Zhejiang Jiao Tong College, Hangzhou, 311112, P.R.China, 2School of civil engineering,Chongqing Jiaotong University, Chongqing, 400074 3School of civil engineering,Chongqing Jiaotong University, Chongqing, 400074 a Email: zlf@zjvtit.edu.cn b Email:danileyi1988@gmail.com c Email: yj_deng520@sina.cn Keywords: fracture mechanics; crack limit; Stress; intensity factor Abstract: This paper is based on fracture mechanics to calculate the arch bridge crack spacing circle and the stress intensity factor.
Fracture mechanics and its engineering application [M].
Harbin: Harbin Engineering University Press, 1998,6 to 32（In Chinese） [4] Li Zhe.
Engineering Mechanics, 1997 (by): 553 to 557（In Chinese）

Participation of accredited laboratories in Proficiency Testing Schemes and Interlaboratory Comparisons Siniša DELČEV1, a*, Jelena GUČEVIĆ1, b and Vukan OGRIZOVIĆ1, c 1University of Belgrade, Faculty of Civil Engineering, Department of Geodesy and Geoinformatics, Serbia adelcev@grf.bg.ac.rs, bjgucevic@grf.bg.ac.rs, cvukan@grf.bg.ac.rs Keywords: proficiency testing schemes, calibration, accreditation, interlaboratory comparisons, quality control Abstract.
Example - geodetic instruments Metrological Laboratory of the Faculty of Civil Engineering.
Metrological Laboratory (ML160) of the Faculty of Civil Engineering, Institute of Geodesy, started working on January 21, 1985, immediately after the Law on Measuring Units and Measuring Instruments of 1984 had been enacted.
In total to date it participated in three interlaboratory comparisons, namely with the Metrological Laboratory of the Civil Engineering – Geodetic College.
The example of the laboratory at the faculty of civil engineering, ML160, demonstrates that interlaboratory comparison can be used for successful proof of competence with minimal costs.