Search results

Combination of Digital Speckle Pattern Interferometry and Digital Image Correlation for 3-D Deformation Measurement Xinghua Chai,a, Xiaoping Lou,b, Naiguang Lv,c School of Instrumentation Science & Optoelectronics Engineering, Beijing Information Science & Technology University, Beijing100192, China acxh88_88@163.com, blouxiaoping@bisyu.edu.cn, cnglv2002@sina.com Keywords: Digital Speckle Pattern Interferometry, Digital Image Correlation, deformation measurement Abstract.
Nowadays, DIC is widely used in many fields including mechanics, medicine, civil engineering, biology, materials science and promoting the development of these disciplines effectively.
[4] Shih-Heng Tung, in: Precision verification of a simplified three-dimensional DIC method, Optics and Lasers in Engineering 49,937-945(2011)
[9] K.D.Hinsch, in: Speckle correlation for the analysis of random processes at rough surfaces Optics and Lasers in Engineering 33,87-105(2000).

Effect of Nanotechnology on Physical Properties of Concrete Leila Remache*1, Nacerddine Djermane2 1, 2 Department of mechanical engineering, Sciences and Applied Science faculty, Larbi ben M’Hidi university, Oum el bouaghi, ALGERIA.
Advanced Engineering Informatics 25 (2011). 390 – 398
International Journal of Engineering Research and Application (IJERA), vol2. issue5, Septembre (2012), pp. 1077 – 1082
[14] The constructeur. http:// the constructeur.org/concrete/ Application of nanotechnology in civil engineering.(2012) [15] Lin Shu Wang, Peizheng Ma, Enyuanttu, David Giza – Sissou, Gregory Mueller, Nianlue Gue, A study of building envelope and thermal mass requirements for achieving thermal autonomy in an office building.

Numerical Analysis on Load-displacement Curves of Pile Bearing Uplift Load with Expanded Plates Menghua Fan School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan,475001, China menghuafan@126.com Keywords: Numerical Analysis, Load-displacement Curve, Pile with Plate, Uplift Load, FEM, Surface Finish.
Introduction The cast-in-situ pile with plates has a remarkable potential in engineering practices, and it is a new type of pile and widely used in China [1].
Geotechnical Engineering Technique Vol.22 (2008), p.227 [2] Technical specification for cast-in-situ pile with expanded branches and plates.CECS192:2005.
) [3] Technical specification for pile with expanded branches and plates of highway bridge and culverts engineering.

Analysis of Pile-Support Supporting Structure Internal Force in the Open Cut Section of Metro Tunnels Yang Kuang1, a, Jun Yang1,b and Aicheng Shan1, c 1 School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing, China aky400074@sina.com,bherohey@163.com, c995064489@qq.com Keywords: open cut; pile-support; finite element; internal force Abstract.
In the engineering simulation, the first layer supports is installed step by step as the excavation, the stress in the supports lessen and when the last support in the first layer is installed, Internal force in all the supports is redistributed, whose difference is small.
Steel repported added prestressed technology application in Shanghai CIROS Plaza deep foundation pit engineering [J].
Chinese Journal of Rock Mechanics and Engineering, 2001,23(2):23-25

For cantilever casting method used in the long-span PC continuous box-girder bridge with corrugated steel webs, we don’t have enough engineering experience.
Engineering Situation The Bridge is 202m long, in the range of stake number AK8+924.000~AK9+126.000.
Figure.8 Normal Stress of A2-A2 Section Figure.9 Normal Stress of B1-B1 Section The difference of stress in bottom plate between measured values and calculated values by Midas/civil is relatively small, as shown in chats.
Journal of Zhejiang University (Engineering Science), 2008(09)(In Chinese) [5] Shui Wan, Shuqin Li, Lei Ma.
Architecture and Engineering, 2009(02)(In Chinese) [6] Yadong Li, Changrong Yao.

An Experiment on Seismic Shear Capacity for HRB500 grade R/C Frame Columns within Yield Hinge Regions Pinwu Guan a , Meng Chen b School of Civil Engineering, Zhengzhou University, Henan 450002, P.R.
Ichinose: Earthquake Engineering and structural Dynamics, Vol. 21 (1992) , p.197
[2] Jung-Yoon Lee, Jin-Young Kim and Gi-jong Oh: Engineering Structures, Vol. 31 (2009), p.2070
Li: Worth Earthquake Engineering , Vol. 21(2005) No.1, p.150.

Sholichin1,a Faridah Othman2,b, S.M.Shirazi 2,c, Shatirah Akib 2,d, Donny Harisuseno1,e and Dian Sisinggih1,f 1Water Resources Department, Faculty of Engineering, University of Brawijaya, East Java, Indonesia; 2Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia amohsholichin@yahoo.com, bfaridahothman@edu.um.my, cshirazi@edu.um.my dshatirahakib@edu.um.my, edonnyhari@yahoo.com, f singgih@ub.ac.id Keywords: Pollutant load, AVSWAT2000, Brantas River.
Journal of Hydraulic Engineering 111(6): 970-986

Real-Time Observations on Deformation and Failure of LY12 Samples under Impact Tension Siying Chen1,a, Chenguang Huang 2,b , Tian Lan 1, c and Guoqiang Ni1, d 1 Department of Optoelectronic Engineering, Beijing Institute of Technology, Beijing, 100081, China 2 Department of Engineering Sciences, Institute of Mechanics, Chinese Academy of Sciences, Beijing, 100080, China a csy@bit.edu.cn, bhuangcg@imech.ac.cn, clantian@bit.edu.cn, dnigq01@sina.com Keywords: SHTB, optical measurement, fracture behavior, Damage Mechanics Abstract.
Introduction Studies on the dynamic behaviors of materials under impact loading are widely applied in design of many military engineering and civil structures [1].
Optics and Lasers in Engineering. 40(2003), p.289

Shear Capacity of Multiple Eco-Composite Wall Lina HOU 1, Wei HUANG2 Yin ZHANG 2, Xuejiao YANG2, 1 Civil & Architecture Engineering, Xi’an technological university.
It should be noted, this compression failure belongs to brittle failure, and it is the need to be avoided in engineering design.
At the same time, it can meet the need of actual engineering design.
(In Chinese) [2] Qianfeng Yao, Proceedings of the tenth national conference on structural engineering.

The numerical simulation of settlement characteristics of storage tank on the soft soil base Wang Shuai1, a, Yu Rangang1, b, Zhang Xudong1, c 1Department of Civil Engineering, China University of Petroleum, Qingdao China,266555 adarkblue2009@126.com, b yrangang@163.com, c zxd001@upc.edu.cn Keywords: numerical simulation; storage tank; post-construction settlement; soft soil Abstract: According to analyze the settlement characteristics of storage tank foundation at water-filling preloading stage and stable loading stage based on numerical simulation, and researching the settlement characteristics of storage tank foundation.
References [1] Specification for design of steel storage tanks subgrade and foundation in petrochemical industry(SH/T3068-2007), National Development and Reform Commission,(2007.10) [2] JiaQingshan:Storage tank Foundation Engineering Handbook[M](CHINA PETROCHEMICAL PRESS, BeiJing 2002)
[4] Zhao Tongshun,ZhouBo,DEFORMATION BEHABIOUS OF SOFT FOUNDATION UNDER LARGE OIL TANK[J],chinese Journal of Rock Mechanics and Engineering,(2004.03)
[5] Gong Xiao-nan ,Zeng Guo-xi: Behaviour of the Soft Clay Ground under Tank[J], Chinese Jounal of Geotechnical Engineering , (1985)