Search results

Prediction of welding distortions of stainless steel ship Hong LI 1,a and Huilong REN 2,b 1 School of Civil Engineering, Harbin Engineering University, Harbin 150001,China 2 School of Shipbuilding Engineering, Harbin Engineering University, Harbin 150001,China a leeh2005@sohu.com, brenhuilong@263.net Keywords: welding distortion, stainless steel, inherent strain, temperature field, FEM Abstract.
Vol 216 Part M:J Engineering for the Maritime Enviroment
Journal of Harbin Engineering University , Vol. 27, No. 1, Feb.2006,pp. 57-60(in Chinese)

Earthquake Engineering and Structural Dynamics, 1997, 26(9), 931-949
Journal of the Chinese Institute of Engineers, 2001, 24(6), 681-697
Earthquake Engineering and Structural Dynamics, 2002, 31(7), 1383-1412
Earthquake Engineering and Structural Dynamics, 1987 15(1), 105-118
Journal of Geotechnical Engineering, ASCE 1991, 117(6), 1363-1381.

Analysis on mechanics and reliability of drill string during deep drilling Shangyu Yang1,a ,Xiujuan Yang1,band Xiangzhen Yan 1,c 1College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao, Shandong, China ashangyuy@163.com ,byangxj999@163.com, cyanxzh@163.com Keywords: Deep Drill, Reliability, Sensibility, Dynamics Abstract.
Introduction With the exploitation of oil and gas underground, the engineering has developed toward the direction of deep well, the problem of vibration of the drill string, alternating stress and corrosion have a great effect to drilling engineering [1,2].
Then, how to accurately predict the natural frequency and reliability of drill string during deep drilling becomes a difficulty in the engineering.
The calculation errors, as compared to the practical are generally less than 20%, which can meet the engineering accuracy.
Sun:Structural Engineering &Mechanics,Vol.13 (2005), p 231

Tang Shougao, Tongji University, and Professor Zhang Zeping, Head Department of Civil Engineering, Taiyuan University of Technology, for their invaluable support and encouragement.
Salawu: Engineering Structures. 19 (1997)718-723
Journal of Engineering Mechanics, 1 (2002) 7-14
Change,K.C. and Lee,G.C., Journal of Engineering Mechanics. 118(1992)1949-1961
,Zhang LM., Journal of Engineering Mechanics, 126 (2000)1216-1223

Test Research on cast-in-situ concrete pipe piles under Lateral Load Zhitao Ma1, a, Yongping Wang2,b and Saijiang Liang3,c 1 Shandong University of Science and Technology, Resources and Environment engineering institute, Qingdao, 266590, China 2 Shandong University of Science and Technology, School of Civil engineering, Qingdao, 266590, China 3 Shandong University of Science and Technology, Resources and Environment engineering institute, Qingdao, 266590, China amazhitao163@sina.com, bwyp7841@163.com, csdkdlsj@163.com Keywords: cast-in-situ concrete pipe pile, lateral load, model test, horizontal displacement, bending moment Abstract.
In this way, the deformation characteristics of model pile are very similar to those of engineering piles.
Engineering 1995; 121(12):827–35
Chinese Journal of Geotechnical Engineering, 2003, Vol.25, No.4, 511-513.

Study on Lateral Pressure of Bulk Materials in Silos Changbing Chen Department of Civil Engineering, Hefei University, Hefei 230022, China ccbahhf@163.com Keywords: Lateral Pressure; Bulk Material; Silo; Static Equilibrium Method Abstract.
Analysis of bulk-solid pressures on curve walls and its engineering application.
Journal of Engineering Mechanics, Vol. 127, No. 10, (2001), p. 1033-1043

Wind Tunnel Test Investigation on Sectional Models of Chaotianmen Yangtze River Bridge Chengqi Wanga, Zhengliang Lib and Zhitao Yanc College of Civil Engineering, Chongqing University, China awangchengqi1981@163.com, blizhengl@hotmail.com, cyztzone@163.com Keywords: Wind Tunnel Test; Sectional Model,; Aerostatic Force; Flutter Derivative.
Fig.6 flutter derivative curves of the bridge deck with convert wind velocity during the service stage Acknowledgements The authors would like to thank Chongqing Chaotianmen Yangtze River Bridge Construction Co., Ltd, China Harbor Engineering Company, for their financial support.
ASCE Vol. 88(1962) , p. 233-268 [4] Zhengqing Chen, Haifan Xiang: Wind engineering for bridges (China Communication Press, Beijing 2005)

The Optimal Method of Structural Reliability and Implementation of MATLAB Xiaofan LIU1, a, Yan LI1,b 1 School of Civil Engineering and Architecture, Wuhan Polytechnic University, China ahnsfine@163.com, bliyan2056@sina.com Keywords: structural reliability; optimal method; mathematical model; MATLAB Abstract.
The Analysis and Design Theory of Foundation Engineering Reliability[M].
Research for Reliability of Engineering Structures Based on MATLAB’s Optimization Tool Box.

Study on ANAMMOX Treatment of Ammonium-rich Wastewater Qunying Zhao1,a , Xia˚Chang Wang2,b 1School of Environmental and Municipal Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055,China, 1School of Civil Engineering, Xi’an Technological University, Xi’an 710032,China 2School of Environmental and Municipal Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055,China, azqqyzy@yahoo.com.cn, bxcwang@xauat.edu.cn Keywords: ANAMMOX Ammonium-rich wastewater UBF reactor Abstract.

Split Rigidity Method for Analysis of Three-way Double-layer Space Grids Structure Wenyang Liu1,a and Wenfu Zhang2,b 1College of Engineering, Heilongjiang Bayi Agricultural University, Daqing, Heilongjiang,163319, China 2College of Civil Engineering, Northeast Petroleum University, Daqing, Heilongjiang,163318, China awyliu81@126.com, bzwfdqpi@126.com Keywords: split rigidity method, three-way double-layer space grids structure, static analysis, natural vibration analysis.
This method can be easily used in the analysis and design for practical engineering, especially for the preliminary design phase.