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Paulino2,b 1 Department of Civil and Environmental Engineering, University of Connecticut, Storrs, CT 06269, USA 2 Department of Civil and Environmental Engineering University of Illinois, Urbana, IL 61801, USA a jhkim@engr.uconn.edu, bpaulino@uiuc.edu Keywords: Functionally graded materials.
Rahman: Engineering Fracture Mechanics Vol. 70 (1) (2003), p. 1
Kim: Engineering Fracture Mechanics Vol. 71 (13-14) (2004), p. 1907
Shivakumar: Engineering Fracture Mechanics Vol. 37 (4) (1990), p. 707
Erdogan: Engineering Fracture Mechanics Vol. 47 (4) (1994), p. 533

Gupta3c 1Associate professor, Department of Mechanical Engineering, Methodist College of Engineering and Technology, Hyderabad, India 2Assistant Professor, Department of Mechanical Engineering, K.L.
Several research organizations are in the process of developing Light Weight Aircraft, which is ideally suited for civil transport, aerial survey, training etc.
Introduction The Aircraft, the most fascinating and complex of man-made systems, epitomizes engineering at its finest.
"Preliminary design optimization of stiffened panels using approximate analysis models",  International journal for numerical methods in engineering 57.10 (2003): 1351-1380
Mehar, “ Stress Analysis of Lpg Cylinder Using Ansys Software”, International Journal of Engineering Research and Applications (IJERA), Vol. 2, Issue4, July-August 2012, pp.2278-2281

Empirical Formula for Stress Intensity Factor of Crack Initiated from an Interface Edge Yang Zhen School of Civil Engineering & Architecture, Southwest University of Science and Technology, China raineryoung@gmail.com Keywords: Interface; Edge crack; Stress Intensity Factor; Empirical formula Abstract.
Bi-material has been widely used in engineering.
However, this evaluation method is inconvenient for engineering application due to its complicity.
Introduction Bi-materials are widely used in engineering, failure of such materials often occurs from interface edge due to the edge singularity.
It has also been proven that the empirical formula has enough accuracy for engineering application.

Numerical Analysis and Performance Test of Bidirectional Piezoelectric Control Device Yanhui Liu1, 2,a, Ping Tan1,b, Fulin Zhou1, 2,c, Yongfeng Du3,d, Weiming Yan2,e 1 State Key Laboratory for Seismic Reduction /Control and Structural Safety (Cultivation), Guangzhou University, Guangzhou 510405, China; 2 Beijing key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China 3 Northwest Center for Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou 730050, China aLiuyanhui2012@163.com, bptan@gzhu.edu.cn, czhoufl@cae.cn, ddooyf@lut.cn, eYanwm@bjut.edu.cn Keywords: Piezoelectric Actuator; Control Device; Variable Friction; Performance Test Abstract.
That is main reasons why the piezoelectric variable friction control device can be used to vibration control of civil engineering structure.
Earthquake Engineering and Engineering Vibration, Vol. 20(2000), p. 81 [2] Li H.N., Li J., Song G.B.: Journal of Building Structures, Vol. 26(2005), p. 1 [3] Ou J.P.: Structure vibration control-----active, semi-active and smart control, (Science press, Beijing 2003) [4] Qu W.L., Chen C.J., Xu Y.L: Earthquake Engineering and Engineering Vibration, Vol. 20(2000), p. 94 [5] Ou J.P., Yang Y.: Earthquake Engineering and Engineering Vibration, Vol. 23(2003), p. 171 [6] Li H.N.: Multidimensional seismic control of structure (Science press, Beijing 2008) [7] Zhang Y.B.: Journal of Vibration and Shock, Vol. 27(2008), p.142 [8] CHEN G.
On earthquake Engrg., Vol. 3(1990), p. 427 [10] CHEN G.: Newport Beach, CA, USA, Vol. 3988(2000), p. 54 [11] CHEN G.: Proceedings of the 14th ASCE Engineering Mechanics Division Specialty Conference.
K.: Engineering Structures, Vol. 54(2002), p. 27

Model test of socketed depth’s influence on bearing mechanism in rock-socketed pile Rui Gao1, a, Yan qiang Wang1, b and Jun Yan2, c 1School of Civil Engineering, Wuhan University, Wuhan 430072, China 2ChangJiang Institute of Survey.Planning.Design and Research, Wuhan 430010, China a gaorui@whu.edu.cn, b qywyes@126.com, c 81345918@qq.com Keywords: model test; bearing mechanism; rock-socketed pile; socketed depth Abstract.
(in Chinese) [3] Qiongyao Ye and Shaokeng Huang: Chinese Journal of Rock and Engineering.
Konyukhov: Soil Mechanics and Foundation Engineering.
[8] Qianfeng Yao. et al: Structural experiment in civil engineering(China Architecture &Building Press, Beijing, China 2008.
Q.Yue: International Journal of Engineering Science.

Analysis of effective strain of FRP pasted on surface of reinforced concrete bending member Er-lei YAO 1,a,Ya-ping PENG 1,b* ,Ming-xiu CHEN 2,c 1School of Civil Engineering and Achitecture,University of Jinan,Jinan 250022,China 2 School of Civil Engineering,Ningxia University,Ningxia 750000,China axiaoleiip@163.com,b*pengyp517@126.com,ccmz698896@163.com Corresponding author: Ya-ping Peng.
Therefore, the deeply research about this problem has very important theoretical significance and engineering application value.
Based on the above analysis, from the perspective of engineering practice and reinforce reliablity, it is suggested that the lower limit of strain design value of the FRP reinforced bending beam be 0.006.
Based on the analysis above, from the perspective of engineering practice and reinforce reliablity, it is suggested that the lower limit of design value of tensile strain FRP used to shear strengthening be 0.004.
[7] J.F.Chen, J.G.Teng:Journal of Structural Engineering , ASCE Vol.129(2003),p.615-625

Shaking Table Test on Seismic Response of Isolated Bridge Xiaoyu Yan1,a, Lihui Wang2,b and Xiuli Du3,c 1School of Civil Engineering, Tianjin University, Tianjin 300072 China 2Beijing Building Construction Research Institute co.
Jangid: Journal of bridge Engineering Vol 9 (2004), p.156-166
(in Chinese) [4] Guo Anxin, Cui Lili and Li Hui: Earthquake Engineering and Engineering Vibration Vol.28 (2008), p.147-152.
(in Chinese) [5] Li Zhongxian, Yue Fuqing and Zhou Li: China Civil Engineering Journal Vol.40(2007),p.42-47.
ASCE Journal of Structural Engineering, 2009, 135 (3):321-325.

Model Test Study on Added Mass Coefficient of Four Buckets Foundation Ocean Platform Ding Hongyan1,2,a, Liu Xianqing 1,2,b , Diao Jinghua3,c and Zhang Puyang1,2,d 1School of Civil Engineering, Tianjin University, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin, China 3 Tianjin Branch Naval University of Engineering, china adhy_td@163.com, bliuxianqing_1986@126.com, cdjh_2002@eyou.com, dzpy_td@163.com Keywords: Draft; Stiffness Coefficient; Model Test; Added Mass Coefficient; Bucket Foundation Abstract.
[2] Ding Hongyan, Qi Lan, Xu Ji-zu: The bucket foundation platforms installed in shallow and ice drifting area, Journal of Cold Regions Engineering, Vol. 15 (2001), p. 211-218
Wave-induced motions of an air cushion structure in shallow water, Ocean Engineering, Vol. 33(2006),p. 1143-1160
China Ocean Engineering, Vol. 17(2003), p. 71-82 [7] Ding Hongyan, Liu Jianhui.
Test Technology and Theory of Engineering Structures(Tianjin University Press, China 2004).

Heating and cooling curve Test Facilities and Loading Method All specimens were tested on the compression testing machine in the structural engineering lab of Ningbo University.
Journal of Structural Engineering, 2004, 11: 1820-1828 [3] Lie T T, Rowe T J and Lin T D.
Engineering Mechanics, 2010, 27(2): 84-89 (in Chinese) [5] Wu Bo, Ma Zhong-cheng, Ou Jin-ping.Study on the seismic performance of reinforced concrete compression-flexure members after fire[J].
Earthquake Engineering and Engineering Vibration, 1994, 14(4): 24-34(in Chinese) [6] Ma Zhong-cheng, Wu Bo, Ou Jin-ping.
China civil engineering journal,1999, 32(2): 53-58(in Chinese)

According to Chinese standard test methods of bitumen and bituminous mixtures for highway engineering (TJT 052-2000), Table 1 showed the physical properties of the asphalt cement used.
Dai: Journal of Materials in Civil Engineering, Vol. 16(2)(2004), p. 107 [2] N.
Masad: Journal of Materials in Civil Engineering, Vol. 16(2) (2004), p. 133 [4] R.
Mohammad: Composites Part B: engineering, Vol. 34(2003), p.705 [8] A.
Chen: Journal of Engineering Mechanics, Vol. 136(4)(2010) , p.448