Search results

A Comprehensive Study Of The Seismic Requirements For Bond Between Concrete And Reinforcing Steel Khair Al-Deen Isam Bsisu1,a, Yasser Hunaiti2,b 1,2 University of Jordan, Faculty of Engineering and Technology, Civil Engineering Dept., Amman, Jordan a k.bsisu@ju.edu.jo, bsisu@yahoo.com; b y.hunaiti@ju.edu.jo Keywords: Bond, Development Length, Seismic design, Concrete, Reinforcing Steel Abstract:In this paper the nature of bond stresses are studied for different regions of reinforced concrete elements subjected to flexure and shear, various literature articles on the subject are reviewed and the seismic effect for bond and development length is discussed.
Armouti, Earthquake Engineering, 1st ed., Al-Rai’, 2004

Experimental Study on Full Stress-strain Curve of SFRC in Axial Tension Hongyuan Huo a, Chenjie Cao b, Li Sun c, Lisha Song d and Tong Xing e School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450011, China a huohongyuan@ncwu.edu.cn, b 624377384@qq.com, c sunli627101421@163.com, d songlisha0202@163.com, e 281838622@qq.com Keywords: steel fiber reinforced concrete (SFRC); stress-strain curve; fraction of steel fiber by volume; thickness of cement paste; axial tension.
Pan, Experimental study on stress-strain characteristics of steel fiber reinforced concrete under uniaxial tension, Journal of Hydraulic Engineering, 5 (2002) 47-50
Wen, Description on the uniaxial tensile stress-strain relationship of concrete, Engineering Mechanics, A01 (1998) 8-18

Influence of Soil Saturation on the Free Field Response of Liquefiable Soils Fusheng Liu1, a Hanbing Bian2,a,b* 1College of Hydraulic and Civil Engineering, Shandong Agricultural University, Taian 271018, PR China 2LEM3 CNRS(UMR n° 7239), Université Paul Verlaine Metz, Ile du Saulcy, 57045 Metz cedex, France aliufsh@sdau.edu.cn, bbian@univ-metz.fr Keywords: Liquefaction, Unsaturated Soil, Numerical Model, Sand, Free Field.
However, unsaturated soils are frequently encountered in geotechnical engineering.
Soil Dynamics and Earthquake Engineering, Vol 29 (2009), pp. 237-244

Fatigue life prediction investigation on steel honeycomb sandwich beams at high-temperature Jie Lu1, a, Guang-ping Zoub , Yang Caoc 1Centre for Mechanics Testing, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, 150001, P.R.China 1,alujie@hrbeu.edu.cn, bgpzou@hotmail.com, cycao1026@hotmail.com Keywords: Honeycomb sandwich beams, flexural fatigue, high temperature, life prediction, stiffness degradation, displacement evolution Abstract.
For the need of some engineering requests, the fatigue behavior of specimens at 400oC is significantly studied.

Second, test site geological condition According to the report of geotechnical engineering investigation, the building is five floors on the ground and four layers under the ground.
Journal of civil engineering and construction in Guangxi, Vol. 26(2001), p.59-61 [2] Zongyuan Lin: Geotechnical Engineering Tests Monitoring Handbook (China Building Industry Press, Beijing 2005)

Thermodynamic analysis of refrigeration cycle performance with R125/R600a mixtures Wang Fang1,2,a, Zhang Xianping3,b, Wang Fengkun1, Fan Xiaowei1 and Lian Zhiwei1,2,* 1 School of Energy and Environment Engineering, Zhongyuan University of Technology, Zhengzhou 450007,China 2 Institute of Refrigeration and Cryogenics, Shanghai Jiao Tong University, Shanghai 200240, China 3 Department of Civil Engineering, Henan Institute of Engineering, Zhengzhou ,450007, China awfzzti@126.com, bzh2000ao@sohu.com, * zwlian@sjtu.edu.cn (corresponding author) Keywords: refrigeration cycle, alternative refrigerants, R125, R600a Abstract This paper deals with a thermodynamic analysis of a vapor compression refrigeration system with the new refrigerant R125/R600a blends, parameters and factors affecting the performance are investigated, and also a comparison with that of R22 is presented.

Wind Oscillation Analysis for Suspension Bridge Chan Jeoung1, a; Soobong Park 2,b and WooSeok Kim† 3,c 1,2,3 Dept. of Civil Engineering, Chung-nam National University, 99 Daehak-ro, Yusung-gu, Daejeon, 305-764, Republic of Korea atony0946@hanmail.net, bhackin2156@naver.com, cwooseok@cnu.ac.kr (corresponding) Keywords: suspension bridge, wind load, oscillation, torsional resistance, resonance Abstract.
To predict structural responses under wind loads, the engineers usually conducted wind-tunnel tests and computer simulations.
Utilized with this methodology, the engineer can easily check the bridge safety at the specific torsional resistance and hanger cable stiffness.

[PhD Dissertation][D] Berkeley, USA: Dept. of Civil Engrg.
Engineering Mechanics, 2012, 10:249-256
International Journal for Numerical Methods in Engineering, Volume 95, Issue 9, pages 721–739,31 August 2013
CHINA OCEAN ENGINEERING; 9, 3; 297-302

Discussion on the Effective Flange Width of the Floor Mengzhou Lv1, a, Yanwei Wang1,b and Xiaoyu Sun1,c 1College of Aerospace and Civil Engineering,Harbin Engineering University, Harbin 150001,Heilongjiang,China almz616@sina.com, bwodexinlang27@sina.com, c458038571@QQ.com Keywords: Effective flange width, Node type , Finite element analysis Abstract.
(In Chinese) [3] Jiaru Qian and Jilin Zou: Application of pushover analysis in engineering (1999).

The analysis about external compressible flow around an aircraft wing Long Wei1, a, Ling Zai Shuai2,b* and Dang Zhen3,c 1Faculty of Mechanical and Electrical Engineering Department, Kunming University of Science and Technology, Kunming Yunnan 650500,China 2Faculty of Mechanical and Electrical Engineering Department, Kunming University of Science and Technology, Kunming Yunnan 650500 3Faculty of Mechanical and Electrical Engineering Department, Kunming University of Science and Technology, Kunming Yunnan 650500 aemail:daifor@163.com, bemail:450316404@qq.com, cemail:251868140@qq.com Keywords: turbulence model;steady flow;numerical simulation.
Journal of China Civil Aviation Flying College Vol.13 (2002).