Search results

Nondestructive Monitoring Experiments on Length of CFG Piles by GPR Haidong Wang1, a, Jiping Deng2,b, Jie Luo3,c , Meng Zhang1 1Collge of Civil Engineering in Hunan University, China Hunan province Changsha city 410082 2Hunan Quality and Safety of Transportation Construction Administration, China Hunan province Changsha city 410000 3Hunan Transportation Research Institute, China Hunan province Changsha city 410000 awhdwang2007@gmail.com, bdengjiping@hnjtzj.com, croger.2000@163.com Keywords: composite foundation; nondestructive monitoring; ground penetrating radar; length of pile; CFG pile Abstract.
Then the good effect on engineering practice is achieved.
This monitoring precision can satisfy the need of real engineering.
The accuracy can meet the engineering requirement.
Geotechnical Engineering World, 2000,9(7):48-50(in Chinese) [9] Chaobin Hu, Shikun Deng, Baoxun Wang.

Implementation and Verification of a Masonry Infill Model Considering the Out-of-plane Behaviour Zhixiong Chen1, a, Ying Hu2,b 1School of Civil Engineering, Chongqing University, Chongqing, China 400045 2School of Civil Engineering, Chongqing University, Chongqing, China 400045 achenzhixiong_chen@163.com, by.hu@cqu.edu.com.cn Keywords: Masonry infill model, In-plane shear, Out-of-plane bending, Nonlinear analysis.
“A method of analysis for infill frames”, ProcInstn Civil Engrs, Vol.44, issue 1, 31-48, 1969
“Hysteretic models that incorporate strength and stiffness deterioration”, Earthquake Engineering and Structural Dynamics, Vol. 34, issue 12, 1489-1511, 2005
Blume Earthquake Engineering Center Report No. 108, Department of CEE, Stanford University, 1993
Bennett, “Bidirectional behavior of structural clay tile infilled frames”, Journal of Structural Engineering, Vol. 125, issue 3, 236-244, 1999

Physical and Thermal Properties of Fired Clay Bricks Mixed with Rice Husk Ash and Fly Ash Korb Srinavin1,a* and Patipat Tunming2,b 1Assistant Professor, Department of Civil Engineering, Khon Kaen University, Thailand. 2Master Degree Student, Department of Civil Engineering, Khon Kaen University, Thailand.
Acknowledgements The authors would like to thank to the National Research Council of Thailand for the grant and to the Center for Sustainable Development of Infrastructures, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University for the equipment to undertake this research.
International Journal of Engineering Research and Applications (IJERA), (2012) 1-5
International Journal of Engineering and Applied Sciences, 3:3 (2013) 57-62
Biehl, Properties and use of fly ashes for embankments, Journal of Energy Engineering, 116:2 (1990) 71-86

Iwatate 3,c 1 School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University Room 2302 Haoran Building, 1954 Hushan-Road, Shanghai 200030, China 2 Institute of Geotechnical Engineering, Shanghai Jiaotong University Room 2302 Haoran Building, 1954 Hushan-Road, Shanghai 200030, China 3 Civil and Environmental Engineering, Tokyo Metropolitan University 1-1 Minami-Osawa, Hachioji-shi, Tokyo 192-0397, Japan a alche@sjtu.edu.cn, b xiurunge@public.wh.hb.cn, c rock-tak@ecomp.metro-u.ac.jp Keywords: Ancient timber tower, Mortise and tenon joint, Seismic, Dynamic analysis.
The micro tremor is a kind of geophysics prospecting and drilling information, which is of abundant intention such as the information of soil site and engineering geological condition and so on.
It could be considered that the engineering geological property of the tower foundation soil is good, belongs among the favorable site of earthquake resistance, and it does not play the dominant effort for the wooden tower damage.
It could be considered that the engineering geological property of the tower foundation soil is good, and it does not play the dominant effort for the wooden tower damage
Taiyuan Engineering University (1996)

Arun Solomon2,c and Daniel C.3,d 1Department of Civil Engineering, RGM College of Engineering and Technology, Kurnool, India. 2Department of Civil Engineering, GMR Institute of Technology, Rajam,India. 3Department of Civil Engineering, Hindustan Institute of Technology and Science, Chennai, India ajoelsheltonj@gmail.com, bnisarbasha825@gmail.com, carunsolomon.a@gmail.com, ddanielckarunya@gmail.com Keywords: CATIA, Earthquake, masonry wall, quasi-static analysis Abstract.
International Journal of Advanced Structural Engineering, Vol. 5, No. 1, pp. 1-12
Earthquake Engineering & Structural Dynamics, Vol. 42, No. 1, pp. 101–121
Progress in Structural Engineering and Materials, Vol. 4, No. 3, pp. 301–319
Engineering Structures, Vol. 57, pp. 1–11

These papers have presented results obtained from 'Joint International Conference on Nanoscience, Engineering and Management (BOND21)', http://bond21.unimap.edu.my/, that be held on 19th - 21 st of August 2013, Penang, Malaysia.
The principal objectives of BOND21 are exchanging the information about the nanoscience, engineering and management researches and achievements.
Followed by engineering of different branches of civil, mechanics and chemistry within nanotechnology.
As an editor of this special issue, I hope that the current selected papers provide a good overview of the research activities within nanoscience, engineering and management studies and applications.
Uda Hashim, Director of Institute of Nano Electronic Engineering for their reinforcement and propping for preparing this special issue.

Studay on the Anisotropy of Clay Lan Chen1,a 1School of Energy and Civil Engineering ,Harbin University of Commerce Haerbin,Heilongjiang,150028, China achenjll@163.com Keywords: Clay, Anisotropy, Stress History, Stress Path Abstract.
Proceedings of the 37th Symposium for Foundation Engineering Research, Osaka, 191-193 (in Japanese)
China Civil Engineering Journal, vol. 37, pp. 46-53, April 2004 (in Chinese)

The Location Effecting of The Braces to The Lateral Displace of The Steel Frame Using the Time History Analytical Method GAO Duixian a and CHEN Zhiwei b Dept. of Civil Engineering, Xi’an University of Technology, Xi’an,China Structure office Northwest Electric Power Design Institute, Xi’an,China.
ANSYS examples of the application of Civil Engineering,beijing,China water conservancy and hydropower Press [6] Chen lin,Zhou yun,Zhang yaochun.Seismic waves of dimension and damping ratio to the impact of timehist Analysis of steel frame Industrial Building,2004.34-5 [7] Anil K.Chopra.
Structural dynamics theory and applications in earthquake engineering（Release2） Tsinghua Universi ty Pre.

The experimental Study of a new sedimentation tank Hongfei Tao1, a, Xiuyun Qiu1,b and Yongzhi Hao1 1 College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi, 830052, China a304276290@qq.com, b wlmqqxy@sina.com Keywords: separation device, static water precipitation, turbidity, close type separation device sedimentation tank Abstract.
Xiuyun Qiu, who is a professor in College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, invented a new apparatus for water purification that is named “vertical-component density flow water-sediment separation device”(hereinafter referred to as “separation device”)[3].
This article focuses on the CTSDST in the hydrostatic test, and provides a reliable theoretical basis for practical engineering.

Experimental Researches on Fire Resistance of CFS Shear Strengthened Reinforced Concrete Beams FAN He1,a, LIU Junyu1,b and Ning Baokuan1,c 1School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang, China, 110870.
Introduction Fiber reinforced polymer/plastic materials (FRP) especial carbon fiber sheet (CFS) has widely used in the civil engineering reinforcement in recent years.
Vienna: Institute of Structural Engineering University of Agricultural Sciences, (2000) p.151