Search results

Experimental Research on Steel-high Strength Concrete Composite Beams Wei Xu 1,a, Feng Xu 1,b, Hao Wang 1,c and Lian-Guang Wang 2,d 1College of Civil Engineering,Shenyng Jianzhu University,Shenyang110168,China 2College of Resources and Civil Engineering, Northeastern University,Shenyang110004,China acewxu@sjzu.edu.cn, bcefxu@sjzu.edu.cn, c wh861017@126.com, dcelgwang@sjzu.edu.cn Keywords: steel-high strength concrete, composite beams, deformation, stud Abstract: Based on 5 test specimen of steel-high strength concrete composite beam, This paper analyzes test results, researches on mechanical properties of steel-high strength concrete composite beams, load-deformation properties, performance of the interface slip and strain of the midspan across-section of beams, Study on the performance of the steel-high strength concrete composite beams.
It also possess structural mechanical properties, and is able to adapt to the large modern engineering structures cross, heavy, high-rise development .moreover, it also meets the need to withstand harsh environmental conditions, It's a promising new generation of composite beam [1].
In this article we studied the deformation performance, interface slip distribution, and cleared the working process about the steel with high strength concrete composite beams, in order to offer important reference for engineering design.
[4] Xuwei: Study on Mechanics Behaviors of Steel-high Strength Concrete Composite Beams , Northeastern University, Shenyang, (2004) [5] Miyamoto A,Tei K, Nakamura H,et al: Behavior of Prestressed Beam Strengthened with External Tendons, Journal of Structural Engineering, ASCE, Vol.126 (2000), p.1033-1044 [6] Wang Lian-guang and Liu Zhi-yang: Steel and Lightweight Aggregate Concrete Composite Beams, (Southwest Jiao Tong University Publication, Chengdu 1998), in Chinese

Deformation and energy-based seismic damage evaluation of Steel reinforced concrete and reinforced concrete Piers Jiajue Lin2,a, Airong Liu1,2,b*, Qicai Yu2,c, Jiangdong Deng2,d 1Guangzhou University-Danjiang University Join Research Center for Engineering Structure Disaster Prevention and Contro, Guangdong Guangzhou 510006 P.R.China; 2School of Civil Engineering of Guangzhou University; Guangzhou 510006, China a285143797@qq.com, bLiu-a-r@163.com, cYuqicai @163.com, ddengjdong@163.com *Corresponding author: Airong Liu (1972-), Professor, Doctor. bLiu-a-r@163.com Keywords: Deformation; Hysteretic energy; Steel reinforced concrete piers; Reinforced concrete bridge pier; Multi-modal; Cyclic pushover Abstract: The method of MMCP (modified modal cyclic pushover) which can reflect the dual criterion of deformation and energy was used to make an assessment on seismic performances of the steel reinforced concrete piers and reinforced concrete bridge piers.
Earthquake Engineering and Structural Dynamics, 2002, 31(3):561-582 [3] GB 50011—2001 Code for seismic design of buildings.
Journal of civil engineering, 2011, 44 (5):16-23. ( in Chinese) [5] HuiJun Yu, Qicai Yu, Airong Liu: Method based on energy theory and experimental study on seismic performance of long-span arch bridge.
Journal of shenzhen university science and engineering, 2011, 28(3):189-194. ( in Chinese)

Research on New Type Quantitative Nondestructive Pre-stress FRP Sheet Tension Fixture Guangshan Zhu1,2, a, Longsheng Bao2,b and Chao Guo2,c 1 Northeasten University, Shenyang,Liaoning,110819,China. 2 School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China ajiandazgs@126.com, byulingsy@163.com, cguochaoglovel@126.com Keywords: Tension Fixture, Pre-stress FRP Sheet, Non-destruction, Quantify Tension.
It also can be recycled to lower the cost of the engineering.
Engineering Mechanics, 2007, 24(II): 62-74 (In Chinese) [3] Shouping Shang,Hui Peng,Hua Tong,Donghui Wei,Linghong Zeng.Journal of Building Structures, 2003, 24(5): 24-30 (In Chinese) [4]  Shawulieti Baikaiyi,Lieping Ye,Yong-xin Yang,Jiangbo Zhang.
CHINA Civil Engineering journal, 2007, 40(1): 15-20 (In Chinese) [6] Jing Zhuo,Tangning Li,Qingxue Zhang,Mi Zhou.Building Structure, 2006, 36(3): 22-24 (In Chinese) [7] Xiaoying Chen,Tangning Li,Mingzheng Chen,Yin Huang.Engineering Mechanics, 2009, 26(6): 186-192 (In Chinese)

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).