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The results of the research can be used in marine design, civil engineering, air-space industry, and other manufacturing processes.
The research will be useful for engineers involved in manufacture of cold roll-formed sections or in design of thin metal developable products.
Gbaguidi: Journal of the Ghana Institution of Engineers, V. 6-7, № 1 (2009), p. 51-56
Krivoshapko: Structural Mechanics of Engineering Constructions and Buildings, 5 (1995), p. 68-72

Research of seismic effect for light steel structure with added stories WU Pei-cheng 1, a, TANG Xue-qing 1, b and MA Shou-cai 1, c 1College of Civil engineering, Lanzhou Institute of Technology Lanzhou 730050, China a369268619@qq.com, b591102896@qq.com, c 869241532@qq.com Key words: Light steel structure with added stories；Base shear method；Dynamic magnification factor；Design Abstract: Light steel structure with added stories is a economic and effective method of strengthening design for existing buildings, and it is promoted and applied widely.
Therefore, it is necessary to further research to determine the dynamic magnification factor, which is better applied to practical engineering conveniently.
In engineering, the solving of vibration problem often ultimately comes down to the solving of eigenvalue and eigenvector.
It is advised to choose the factor of 2 considering the engineering safety.
It is both economical and reasonable, and it is convenient to be used in practical engineering.

Nonlinear Static Pushover Analysis for Shear Wall Structures in SAP2000 Program Zhibin Su1, Tao Han1, Shengnan Sun1,a 1 School of Architecture & Civil Engineering, Liaocheng University, Liaocheng, Shandong, 252059, China a sunshengnan1982@163.com Keywords: static pushover analysis; SAP2000 program; reinforced concrete; seismic response; seismic resistance Abstract.
If nonlinear analysis is involved, nonlinearity of RC shear walls has to be simulated indirectly by frames with equivalent stiffness or adding connection elements for engineers.
In addition, stress-strain curves of steel or concrete may be transformed into user-defined forms. which is facilitate for engineers to modify the material constitutive model according to their requirement.
“Adaptive modal combination procedure for nonlinear static analysis of buildingstructures,” Journal of Structural Engineering, vol. 132, 1721-1731, November 2006
“A study of load pattern selection of pushover analysis and influence of higher modes,” Earthquake Engineering and Engineering Vibration, vol.24, pp. 89-97, June, 2004.

Journal of structural Engineering.Vol 124(1998):1125-1138
Journal of Structural Engineering.Vol.118 (1991):3036-3054
The Structural Engineer.
Journal of Structural Engineering.
Engineering Structures.Vol.18 (1996): 193-200

Water Science and Engineering, 2012,04:440-449
Water Science and Engineering, 2008,03:112-120
[4] Safety evaluation system for hydraulic metal structures based on knowledge engineering[J].
Water Science and Engineering, 2008,03:102-111
Engineering Sciences,2010,01:84-91.

Usage of iron mine tailing sand on concrete Yunfen Houa, Xin Jiab Beijing University of Civil Engineering and Architecture, Beijing, 100044 Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing, 100044 ahouyunfen@163.com, bjsmnjxdr@sina.com Keywords: iron mine tailing, fineness modulus, workability, strength Abstract.
Introduction Concrete is one of the most important modern engineering structure material, and also one of largest usage of artificial material.
Acknowledgements The work was supported by Special Foundation of Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials.
Forum Vol. 83-87 (1992), p. 119 [2] Huang Maofu: mining metallurgical engineering 23(2)(2003), p.40

(2)The fortification intensity: existing earthquake disaster data and engineering experience show that the anti-seismic safety and economy of high buildings in seismic zones greatly depend on the proper selection of seismic structure system, after meeting the functional requirements of the building [9]
If possible, always collect relevant information on engineering geology and earthquake activity and carry out the evaluation about the site, then choose the wind-resistant and anti-seismic area as the building site according to the needs of the project and relevant rules.
As the artificial intelligence method becomes more and more mature in engineering applications, the genetic neural network will play a greater role in structure selection.
Earthquake engineering and engineering vibration, 1997, (2) : pp.82-91
Journal of Harbin university of civil engineering and architecture, 2000, 33 (1) : pp.20-25

Study on Buried Pipeline Floatation Response Induced by soil Liquefaction Deng Sunan 1, , Peng Wentao 2,a and Lin Junqi 3, 1 School of Energy and Power Engineering, Wuhan University of Technology, Wuhan, 430070, China 2 School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China 3 Institute of Engineering Mechanics, CEA, Harbin, China a pwtao2006@163.com Keywords: Soil Liquefaction, Buried Pipeline, Floatation Response Abstract.
References [1] Lin Junqi, Xiong Jianguo, Analysis of Floating Response of Buried Pipeline in Liquefied Soil, Earthquake Engineering and Engineering Vibration, Vol.20 No.2 2000 (in Chinese) [2] Gan Wenshui, Hou Zhongliang, Floatation Response of Buried Pipeline in Liquefied Soil, Special Structures, Vol.6 No.3 1989 (in Chinese) [3] Xiong Jianguo et al, Study on Seismic Problems of Oil Supply Pipeline in Liquefied Soil, Technical Report of Seismological Institute of Laoning Earthquake Adiministration, 1993 (in Chinese) [4] K.
Shimamura et al, Experimental and Analytical Study of the floatation of Buried Gas Steel Pipe Due to Liquefaction, 12WCEE, 2000, Paper No.1385 [5] Zou Degao et al, Experimental Study on the Floatation Behavior of Pipeline in Saturated Sand Foundation and Earthquake Resistant Measures during an Earthquake, Chinese Journal of Geotechnical Engineering, Vol.24 No.3 2002 (in Chinese) [6] Hou Zhongliang et al, Anti-seismic of Buried Pipeline, Academic Books and Periodicals Press, 1990 (in Chinese) [7] Hu Yunxian, Earthquake Engineering, Seismological Press, 1990 (in Chinese)

Numerical analysis of Influence of Connection Stiffness on Dynamic Behaviors of Connected High-rise Buildings Lie-de WANGa, Wei-bin YUANb , Cheng-min YEc College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou310014, China ainsword@163.com, byuanwb@zjut.edu.cn，cye030822@sohu.com Keywords: connection; high-rise building; dynamic characteristic; acceleration Abstract.
Three-towers-connected building Project general situation This engineering is three-towers-connected high-rise building.
Seismic response of adjacent buildings connected by nonlinear viscous dampers, Structural Engineering Research Frontiers(2007)
Flexible connection design and test research in multi-tower high-rise building with corridor structure, Journal of earthquake engineering and engineering vibration Vol.27(2007),P.112-118
Journal of Structural Engineering, ASCE Vol.129(2007),p.197-205

Effect of chemical admixtures on the strength of Dian Chi Peat soil Xing Qi Dou1, a, Ming Shan Wang2, b, Chi Hao Li1, c, Qing Qing Guan1, d 1Department of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650500, China 2 Yunnan branch of Jian Yan Foundation Engineering Co.
Journal of geotechnical engineering, 2000, 22, (2): 210~213
Experimental study on engineering properties of cement solidified soil [J].
Journal of Geotechnical Engineering, 2000, 22, (5): 549~554
Journal of Geotechnical Engineering, 2000, 22, (5): 549~554