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Analysis on Flow-Induced Vibration of Underwater Horizontal Gate Wei Wei1, a, Hao Ren2,b 1 College of Water Conservancy and Civil Engineering, South China Agriculture University.
Guangzhou, 510642, China 2 College of Water Conservancy and Hydropower Engineering, Hohai University, NanJing 210098, China awwei7518@163.com, brenhaohhu@163.com Keywords: Underwater Horizontal Gate; Flow-Induced Vibration; Fluctuating Pressure Abstract.
Qingshuihe River Pump and Sluice Engineering is located in Zhayin Road Qingshuihe River ShangHai City, it is composed with a single-hole check gate (net width is 8m) and a pumping station.
Journal of Hydraulic Engineering Vol.12(1993),p.70-75(in Chinese) [3] Yang Yiren, Tan Xiaohui and Ma Jianzhong: Analysis of Flow-Induce Random Response of Internal Components of Nuclear Reactor.

Evolution of Constrained Layer Damping Using a Modified Cellular Automata Algorithm Xianbing Li1,a, Gang Wang2,b, Jihong Wen2,c, Xisen Wen1,d 1 Laboratory of Science and Technology on Integrated Logistics Support, National University of Defense Technology, ChangSha 410073, China 2Institute of Mechatronical Engineering, National University of Defense Technology, ChangSha 410073, China axinwh01@163.com, bwangg@nudt.edu.cn, cwenjihong@sina.vip.com, dwxs@sina.vip.com Keywords: CLD, CA algorithm, Structural loss factor, Damping effectiveness, Optimization design Abstract.
At present, the CLD structures have been widely used in aerospace, civil engineering and other fields.
Dai: Damping Technique in Engineering Application (Tsinghua University Press, China 1991), p.121.
Mechanical Engineering Science, Vol. 222 (2008) No.4, p.585

Durability of Strengthening Wooden Members Using CFRP Sheets Ming-Ju Lee1, a, Ming-Gin Lee2, b, Chih-Hung Chiang3, c and Yang-hsin Liang4, d 1Jen-Teh Junior College of Medicine, Nursing and Management, Houlong, Miaoli, Taiwan, R.O.C. 2,3,4Department of Construction Engineering, Chaoyang University of Technology,Taichung County, 41349, Taiwan, R.O.C.
One of the major problems facing the civil engineers of today is to preserve, maintain, and retrofit these wood structures [1].
[2] Yang-hsin Liang: Durability of Strengthening Damaged Concrete Members Using CFRP Sheets, Master Thesis, Department of Construction Engineering, Chaoyang University of Technology (2003)
[4] Ayman Mosallam and Jesa Kreiner: STRUCTURAL UPGRADE AND REPAIR OF WOOD MEMBERS USING CROSS-PLY CARBON/EPOXY, The Society for the Advancement of Material and Process Engineering, SAMPE 2000 conference proceedings (2000)

Groundwater Isotope Characteristics Analysis of Wuhai Guangliang Yang1,a, Jiansheng Chen1,b, Guang Liu2,c 1School of Earth Science and Engineering, Hohai University, Nanjing, Jiangsu, China 2School of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu,China a357828520@qq.com, bjschen@hhu.edu.cn, c350718105@qq.com Keywords: Groundwater, Wuhai, Isotope, Artesian wells, Springs.
Fig. 2 Map of study areas showing locations of sampling Measurement δD and δ18O were tested by MAT253 Type Mass Spectrometer in the State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University.
HYDROGEOLOGY＆ENGINEERING GEOLOGY, 2007, 34(1): 107-112.

Consolidation Effect and Influencing Factors of Dynamic Compaction for Filling Subgrade Yang Jiang1,2,a, Yuexin She1,b, Wenbin Sun1,c, Baohai Chen1, Huarong Shen1 1Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huaian, China 2School of Highway, Chang’an University, Xi’an, China ajy_12345678@163.com, by.x.she1964@163.com, csunwb1969@163.com Keywords: Dynamic compaction, Filling subgrade, Dynamic FEM, Influencing factors, Consolidation effect Abstract.
Analysis of the consolidation effect with different impact mode Practical engineering tests show that there are large differences in the consolidation effect under the conditions that the impact energy is same while the impact mode is different.
References [1] Yifeng Gao, Hejun Chai and Jianguo Yang: Technology of Highway and Transport Vol. 20 (2003), p. 8 (In Chinese) [2] Peng Jiang, Rongqiang Li and Defang Kong: Chinese Journal of Geotechnical Engineering Vol. 20 (2000), p. 222 (In Chinese) [3] Yuanqiang Cai, Renwei Chen and Changjie Xu: Journal of Zhejiang University (Engineering Science) Vol. 39 (2005), p. 65 (In Chinese) [4] Jiyong Zhu, Guangquan Xu and Gupei Gong: Coal Geology and Exploration Vol. 29 (2001), p. 39 (In Chinese) [5] Changhai Jin: Rock and Soil Mechanics Vol. 8 (1987), p. 31 (In Chinese) [6] Fumin Li, and Yong Sun: Journal of Southeast University (Natural Science Edition) Vol. 32 (2002), p. 809 (In Chinese)

A Research of V-belt Transmission Mechanics with Two Same Pulleys Qingbao Wei1, a , Xin Chen2,b and Dayu Zheng2,c 1 Zheng Zhou College of Animal Husbandry Engineering, Zheng Zhou, 450011, China 2 School of Energy and Civil Engineeing, Harbin University of Commerce, Harbin, 150001, China a zzmzwqb@163.com, bchenxin_324@163.com, czdy2000ok@126.com Keywords: V-belt drive; sliding friction; steady mechanics; equivalent coefficient of friction Abstract.
(11) Table 1 The V-belt calculation results V-Belt drive transmission parameter k=0.8[kN] k=28[kN] Full consideration method Engineering method Full consideration method Engineering method β1=β2 1.703 1.694 1.710 1.694 Tmax[N·m] 2.03 2.22 1.84 2.22 We practice the method to a sample V-belt drive.
Zheng: J. of China Mechnical Engineering.

Numerical Analysis on Influence of Cross Section Shape on Earthquake Resistant Capability of Shallow-buried Tunnel Hong-Tao Xie School of civil Engineering, kunming university of Science and technology, kunming, P.R.China,650500 email:xhtcsu@126.com Key words: shallow-buried tunnel; section shape; seismic behavior; finite element analysis; seismic region with strong motion Abstract: Taking portal segment in some shallow-buried tunnel in seismic region with strong motion as objects of study, the finite element analysis method was used to compare and assess the seismic behavior of the tunnel with different cross section shape.
How to analyze anti-seismic design of tunnels and provide scientific basis for the design and construction of tunnels in seismic areas has gradually aroused concern in the field of tunnel engineers.
Conclusion Meeting the engineering geology properties of the two driveways highway tunnel in seismic region with strong motion, the finite element analysis method was used to compare and assess the seismic behavior of the tunnel with different cross section shape in this paper.
Engineering Mechanics.2009,26(1):62-66,In Chinese

Simulation of Fluctuating Wind Speeds Based on Data-driven Approaches Yuedan Wang1, a, Chunxiang Li1,b 1 Department of Civil Engineering, Shanghai University, Shanghai, 20072, China adandanyb@qq.com, blichunxiangshu@sina.com Keywords: Data-driven, BP Neural Network, Support Vector Machine, Least Squares Support Vector Machine, AR Numerical Modeling, Fluctuating Wind.
Introduction Wind load is one of the key design loads in engineering structure.
With the popularity of computer application and the further research of numerical analysis method, numerical simulation methods are widely used in practical engineering.
Zhang: Structural Wind Engineering (Architecture & Building Press, China 2006) [2] X.

Mesoscopic numerical simulation of temperature crack with non-uniform temperature distribution in concrete Yin Duan1, a, Chao Zhang2,b and Xiaolin Chang2,c 1Changjiang Institute of Survey, Planning, Design and Research, Wuhan 430010, China 2State Key Laboratory of Water Resource and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China aduanyin_0224@126.com, bgonopo2006@126.com, cchangxl@whu.edu.cn Keywords: temperature cracks; heat-fluid coupling method; mesoscopic mechanical model.
China Civil Engineering Journal, 2012, 45(2): 11-19 (in Chinese)
ASCE, Journal of Engineering Mechanics, 2012
Engineering Journal of Wuhan University, 2012, 45(5): 559-563 (in Chinese)

Sarmiento3,g 1 University of the Bundeswehr, Institute for Engineering Mechanics and Structural Mechanics, 85577 Neubiberg, Germany 2 Joint Research Centre, European Laboratory for Structural Assessment, 21027 Ispra, Italy 3 University of Arizona, Dep. of Civil Engineering and Engineering Mechanics, Tucson, AZ, USA amartin.larcher@unibw.de, bmartien.teich@unibw.de, cnorbert.gebbeken@unibw.de, d george.solomos@jrc.ec.europa.eu, e folco.casadei@jrc.ec.europa.eu, f falcon@email.arizona.edu, g ssarmien@email.arizona.edu Keywords: Air blast wave; Laminated glass; Layered shell model; Material law for Polyvinylbutyral.
Du Bois: A finite element model for impact simulation with laminated glass, International Journal of Impact Engineering Vol. 34, 2007, pp. 1465–1478