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Application of Random Medium Model in Analyzing Surface Settlement Caused by Pit Excavation Guangming Yin2,a , Helin Fu1,b ,Yiwu He1,c,Daren Ouyang1,d 1 School of Civil Engineering, Central South University, 410075 2 Changsha Metro Company, 410007 aYingm@163.com, bhelin_fu@126.com, cHeyiwu@163.com,dOuyangdr@sina.com Keywords: Random medium theory; Surface subsidence; Project; Reference.
Tectonic stress under the laws of the ground movement.Mining and Metallurgical Engineering,2000,20 (3):12~15 [3] Fu Helin.
New method of numerical analysis of geotechnical engineering, Central South University Press.2005,4 [4] Yang Junsheng.
Hydrogeology and Engineering Geology,1999,5:13~17

Tensile Test of the Fireproof Lining of Tunnel Rong Yao 1, a, Dongling Peng 1, a and Hongyuan Huang 2, a 1Traffic engineering quality supervise station of JiangXi, NanChang, 330008,china 2Department of Civil Engineering, NanChang Institute of Technology, NanChang, 330099,china akaianry@yahoo.com.cn Keywords: Fireproof lining, Orthogonal test, Tensile test.
Because of its commonality, the curve is also adapted for fire-resistant test of the fire protection coating, the fire wall and so on, while many tunnel engineers also use it to study the tunnel fire.
References [1] Mingnian Wang, Qixing Yang: Chinese Journal of Underground Space and Engineering, vol.23 (2003), p.317-324.in Chinese [2] Hongyuan Huang, Liu Wei: Technology of Highway and Transport, No.6 (2005), p.111-113.in Chinese [3] Hongyuan Huang, Mingjie Zhao: Journal of NanChang Institute of Technology, No.3 (2007), p.22-26.in Chinese

Test on Meso-damage Data of Marble under Dynamic Load Xiaohui Ni1,2, a , Xiaojuan Li1,2, b 1Department of Civil Engineering, Shaoxing University, Shaoxing,Zhejiang,312000,China 2Geotechnical Research Institute, Hohai University, Nanjing,Jiangsu,210098,China a xhnmeeting@163.com, b xjlmeeting@163.com Keywords: Meso-damage, Marble, Dynamic load, Digital image processing.
Chinese Journal of Rock Mechanics and Engineering, Vol. 11 (1992) , p. 284-294 [3] ZHAO Yong-hong, HUANG Jie-fan and WANG Ren: SEM study of fracture development in compressed marble specimen and implications for earthquake precursors.
Chinese Journal of Rock Mechanics and Engineering, Vol. 21 (2001) , p. 940-947 [5] WANG Ze yun, LIU Li and LIU Bao-xian: Characterstics of damage evolution of micropore and microcrack in rock.
Chinese Journal of Rock Mechanics and Engineering, Vol. 23 (2004) , p. 1599-1603

Free Vibration of Elastic Timoshenko Beam on Fractional Derivative Winkler Viscoelastic Foundation Qifang Yan1, a, Ziping Su2,b 1School of Civil Engineering,Xinyang Normal University,Xinyang,Henan,464000,China 2Xinyang Power Supply Company, Electric Power of Henan, Xinyang,Henan,464000,China ayqf815@126com, blwhldh@126com Keywords: Timoshenko beam; fractional derivative; viscoelsatic;free vibration Abstract.
Timoshenko.Vibration Problems in Engineering,(Wolfenden Press,London 2008)
Engineering Mechanics,Vol.1(2009), p.13
[7] Honghu Zhu,Linchao Liu,Xiaowei Ye.Journal of Basic Science and Engineering,Vol.2(2011), p.217.

Kinematics analysis for pavement accelerated loading testing system Guo Xingyua, Guan Zhiguangb and Zhang Pengc Department of Mechanical Engineering, Shandong Jiaotong University, 250023, Jinan, Shandong Province, China agxy9197@163.com, bgzgwyp@163.com c jtuzhangpeng@163.com Keywords: Kinematics analysis, pavement accelerated loading testing system, loading car model Abstract.
Research on dynamic response based on accelerated loading testing for full-scale asphalt pavement.Journal of traffic and transportation engineering,2012,12(2),24-31 [2] Meng Shutao.
Accelerated pavement testing in highway engineering[J].Proceedings of the Institution of Civil Engineers-Transport,2004,157(3):173-180

Reliability analysis of composite laminate structures by moving Kriging interpolation response surface method Wei Zhao1,a, YangYang Chen2, Qiuwei Yang3 and Xueyan Li1 1Key Laboratory of Disaster Forecast and Control in Engineering, Ministry of Education of China, Jinan Univ., Guangzhou 510632, China 2Key Laboratory of Eathquake Resistance, Eathquake Mitigation and Structural Safety, Ministry of Education of China, Guangzhou Univ., Guangzhou 510405, China 3Department of Civil Engineering, Shaoxing Univ., Shaoxing 312000, China acorresponding author,zhaoweiyc@gmail.com Keywords: Reliability analysis, composite laminate structures, moving Kriging interpolation, response surface method Abstract.
However, a concern with the applications of composite laminates in real service situation is the reliability of composite laminate structures due to the scattered properties of composite materials, the random variation of loads [[] Frangopol DM, Recek S: Probabilistic Engineering Mechanics Vol. 18 (2003) , p. 119-137 ,[] Kam TX, Chang ES: Composite Slruchues Vol. 38 (1997), p. 441-452 ] and etc.
We proposed a RSM based on moving Kriging interpolation, which approximates the actual limit state function through a number of deterministic structural analyses, in this study, conducted by Ansys APDL batch mode, and then evaluates the failure probability by the first order reliability method coded in Matlab with the substitute response surface, which given as (4) where ,, is a correlation vector, is a vector of basis functions, more details can refer to Ref. [[] Zhao W, Liu JK, Li XY, Yang QW, Chen YY: CMES: Computer Modeling in Engineering & Sciences Vol. 93 (2013), p. 469-488 ].

Analysis of Fatigue Mechanical Behaviors of Welding Conformations in Orthotropic Steel Bridge Deck Bo YU1, a, Tao HONG2,b, Jian ZHANG3,c and Qingyu LIANG4,d 1 Nanjing Tech University, Jiangsu Nanjing, China 2Jiangsu province Zhenjiang City Engineering Survey and Design Institute, Jiangsu Zhenjiang, China 3 Nanjing University of Aeronautics and Astronautics, Jiangsu Nanjing, China 4Zhejiang Institute of Hydraulics and Estuary, Zhejiang Hangzhou China ayubojs@126.com, bhongtaojs1@126.com, c jianzhang78@126.com, dliangqy@126.com Keywords: Fatigue, welding conformation, orthotropic steel bridge deck Abstract.
Then the engineers from all over the world gradually found the advantages of steel box girder, steel box girder widely used in domestic bridge construction [7].
Conclusions In practical engineering, orthotropic steel bridge deck has been getting more and more widely practical application.
The research conclusions can be used as reference for other engineering designs.
Civil Eng.

Study on the mechanism of detecting flaws in the transmission tower foundation by the finite element method Xiaomin Shi1,a, Qiang Gao2,b*,Jianjun Liu3,c,Jianguo Zhang4,d Dabing Cheng5,e,Nailong Zhang6,f 1Undergraduate of Mechanical Engineering, Soochow University, China 215021 2School of Mechanical Engineering, Soochow University, China 215021 3Jiangsu Electric Power Company Research Institute, China 211103 4Jiangsu Electric Power Company Research Institute, China 211103 5Jiangsu Electric Power Company Research Institute, China 211103 6Jiangsu Electric Power Company Research Institute, China 211103 asudashixiaomin@sina.com,bgaoqiang@suda.edu.cn,cesuoting@163.com dzjg197108@sina.com,e15105168882@163.com,fnlzhang10@163.com Corresponding author:gaoqiang@suda.edu.cn Keywords: impact-echo, transmission tower foundation, flaw, finite element Introduction Power transmission towers are major equipment of State Grid, the towers are usually a statically indeterminate truss structure
(in Chinese) [2]Iwano, Satoshi: Study on the Detection Method of Crack of theConcrete Structures by iTECS//62nd Annual Scientific Conference of the Japan Society of Civil Engineers,2007.
[4]XU Lianghuan:Research on the First Wave of the Phase Reversal.Exploration Engineering,2005,17(6):4-5

Zhang2,b and Yujun Xie2,c 1College of Pipeline and Civil Engineering, China University of Petroleum,Qingdao 266580, China; 2Department of Mechanical Engineering, Liaoning Shihua University, Fushun 113001, China.
Engineering Fracture Mechanics,(2011) No.78,p.919-929
Engineering Fracture Mechanics,(1994) No.49,p.487–498 [7] Y J Xie, Z H Xu and P N Li.

Structural Damage Diagnosis Using an Improved Eigenvalue Perturbation Method Jianheng Lia, Qiuwei Yangb, Xue Shenc, Chaofeng Liangd Department of Civil Engineering, Shaoxing University, Shaoxing, 312000, China acivilkeyan@126.com, byangqiuwei79@gmail.com, c674987264@qq.com, dyqwqaz@yahoo.com.cn Key words: damage diagnosis; natural frequency; eigenvalue perturbation Abstract: This paper presents an improved method to identify structural damages only by changes of natural frequencies.
Journal of Engineering Mechanics, Vol. 126(2000), p. 1216-1223
Engineering Structures, Vol. 29(2007), p.519-528
International Journal for Numerical Methods in Engineering, Vol. 78(2009), p.444-459