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ICIEA,2009, [2] Cheng-Shu Kuo,Chi-chuan.Horizontal flow boiling of R22 and R407c in a 9.52mm micro-fin tube[J].Applied Thermal Engineering,1995,16(95):719-731
Journal of Civil,Architectural & Environmental Engineering, 2009,04

Experimental Study on Dynamic Characteristics and Seismic Response Analysis of Yingxian Wooden Pagoda YAN Xu 1, a and LI Tie-ying 1, b 1College of Civil and Environmental Engineering, Taiyuan University of Technology Taiyuan, China , a e-mail: yanxutut@sina.com b e-mail: lty680412@163.com Keywords-Yingxian Wooden Pagoda; seismic response;dynamic characteristics; micro tremor measurements Abstract—In order to have a better understanding of the vibration characteristics, micro tremor measurements are carried out on Yingxian Wooden pagoda.
China [2] Taiyuan engineering college,(1979).

Introduction Reinforcement partitioned design method of complex shear walls was applied to engineering widely.
China Civil Engineering Journal. 2009(42): 43~50(in Chinese) [2] GB50010-2002 Code for design of concrete structures[S].

Evaluation of Setting Time in Ultra High Performance Concrete Sung-Wook Kim1,a,Jung-Jun Park1,b,Doo-Youl Yoo2,c, and Young-Soo Yoon2,d 1 Structural Engineering Research Division, Korea Institute of Construction Technology, Goyang, 411-712, Korea 2 School of Civil, Environmental and Architectural Engineering, Korea University, Seoul, 136-713, Korea aswkim@kict.re.kr, bjjpark@kict.re.kr, cdooyoul@korea.ac.kr, dysyoon@korea.ac.kr Keywords: Ultra-High-Performance Concrete, Setting Time, Chemical Shrinkage Abstract.

Research on Public Bicycle Traffic Mode Choice Based on Disaggregate Model Tianjun Feng1, 2, a, Chao Huang2, b , Zhoubing Xie2, c 1Transportation College, Jilin University, Changchun, 130022, China 2College of Traffic Science & Engineering, Jilin Institute of Architecture and Civil Engineering, Changchun, 130118, China afengtianjun2009@sina.com, b1348569501@qq.com, c177258756@qq.com Keywords: Public Bicycle; Traffic Mode Choice; Disaggregate Model; Utility Function Abstract.

Sharifishourabi3, c, Amran Bin Ayob4, d* and Mohd Yazid Yahya5, e 1,2,3,5Centre for Composites, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, UTM 81310 Skudai, Johor,Malaysia 4 Faculty of Mechanical Engineering, Universiti Technologi Malaysia, UTM, 81310, Skudai, Johor, Malaysia a sharifi.te@gmail.com, b s.s.r.koloor@gmail.com, c sharifi186@gmail.com,d*amran@fkm.utm.my, e yazid@fkm.utm.my Keywords: Composite Materials, GFRP Cylinder, Shell Theory, Uniform Radial Patch Load.
Although composites have relatively poor resistance to impact loading, they have superior performance over metals in applications requiring high strength, high stiffness and low weight such as aircraft, sporting goods, automobiles, submarines, civil structures, robot components and electronic packaging industries.

Dynamic extension problems concerning symmetrical mode Ⅲ crack  Nian-chun LÜ1, a, Yun-hong CHENG 2,b and Jin-li JI 3,c 1 School of Material Engineering, Shenyang Ligong University, Shenyang, 110159, China 2 Department of Civil Engineering, Northeastern University, Shenyang, 110006, China 3 Educational technology Center, Mudanjiang medical College, Mudanjiang, 157011, China alnc_65@163.com, bcyh_neu@163.com, cchljdxjsj@163.com Keywords: Complex functions; Mode Ⅲ crack; Self-similar functions; Analytical solutions Abstract: By means of the theory of complex variable functions, dynamic extension problems concerning symmetrical mode Ⅲ crack were researched.

Stability analysis of the cutting slope considering the influence of water content of soil Qiang Maa, Henglin Xiaob*, Qizhi Huc and Lihua Lid School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan, 430068, China a maqiang927@163.com, b bluesilence110@163.com, c hqz0716@163.com, d lilihua466@163.com *Corresponding author.
Journal of Geotechnical and Geoenvironmental Engineering, ASCE Vol. 105 (1979), p. 693-695

Damage Detection of Historic Timber Structure Based on Cross Correlation Function Amplitude Vectors Yan Fang Hou1,a,Wei Bing Hu1,b 1School of Civil Engineering Xi’an Univ.of Arch.
[2] Xiaojuan Dang,Zhichun Yang,Guanghui Tan:Engineering Mechanics,Vol.26 No.3 Mar.2009, p:218-223.In Chinese

Inspection of Grouting Quality for Grouted Tendon Ducts Using Ground Penetrating Radar Technique Xianyan Zhou1,a, Jian Luan2,b and Dahai Zhang1,c 1Department of civil engineering and mechanics, Central South University of Forestry and Technology, Changsha 410004, Hunan,China 2Hunan Provincial Communication Planning, Survey & Design Institute, Changsha 410008, Hunan,China azxy560805@163.com, b289576140@qq.com(corresponding author), cdahai891203@163.com Keywords: Ground Penetrating Radar, Nondestructive Testing Method, Tendon Ducts, Grouting Quality Abstract.
[6] Ru Ruidian, “Study on Application of GPR Technique”, Journal of Engineering Geology, 1996．6(4)：51-56