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Journal of Structural Engineering , Vol. 116, No. 6, June 1990, pp. 1491-1506, Jia Yanmin, Gai Bingzheng, Zhang Yinge, Ni Yuanzheng. (2003), Theoretical analysis and experimental study of prestressed steel girders.
Engineering Mechanics.
Civil Engineering Journal. 1998，Vol. 31, No. 1, pp. 44–51 (in Chinese) Pisanil M A. (1996).
Structural Engineering and Mechanics, Vol. 4, No. 2, pp.177–19 Vincenzo Nunziata, (1999).

Dynamic Response of Out-plane Line Loads by a Shallow-embedded Circular Lining Structure Mingsong Gao1, a, Zhigang Chen2,b 1 College of Automation, Harbin Engineering University, Harbin, Heilongjiang, CHINA 2 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou, CHINA agaomingsong@hrbeu.edu.cn, bczgjnu@163.com Keywords: SH-waves scattering.
Zailin Yang, Diankui Liu, Xiaotang Lv(2006): Key Engineering Materials.
Yan Wang, Diankui Liu (2002): Journal of Harbin Engineering University. 23(6) (2002), p.43-47.

Curve Form Design of Accelerated Loading Track Xingyu Guo 1,a, Peng Zhang 1, b, Jinxiang Feng 2, c 1Department of Mechanical Engineering, Shandong Jiaotong University, Jinan, 250023, China 2Department of Automotive Engineering, Shandong Jiaotong University, Jinan, 250023, China agxy9197@163.com, bjtuzhangpeng@163.com, cjxfeng@sdjtu.edu.cn Keywords: Curve form; ALT; Centripetal force Abstract.
Transactions of the Chinese Society for Agricultural Machinery, 2008,6, pp.126-127 [4] S.F.Brown, Dsc,Feng, “Accelerated pavement testing in highway engineering”.
Proceedings of the Institution of Civil Engineers Transport, 2004, pp. 173-180

Research about efficiency of seismic mitigation for the dry friction plate -spring reverted system in high-rise building Nan Ge 1, a, Haibin Chen 1,b Jingshi Hao 1,c 1College of Civil Engineering and Architecture, Hebei United University, Tangshan, China agenanas@163.com, bchb1973@126.com, cjiangpan0319@126.com Keywords: TMD damper; Lagrange Equation; Longe-Kuta method; Moment Abstract.
Reference [1]ZHOU Fulin, in: Seismic Control and mitigation of Engineering Structures, Seismological Press, Beijing(1997)
Earthquake Resistant Engineering and Retrofitting,Vol. 32(2010), p.20 [8]Li Qingyang, Wang Cahoneng, Yi dayi. in: Numerical Analysis, Tsinghua University Press, Beijing(2008) [9]SUN Xiang, XU Liumei, WU Qing, in: MATLAB Basic Course, Tsinghua University Press, Beijing(2005) [10]Satish Naga rajaiah,Ertan Sonmez.
Journal of Structural Engineering,Vol.133(2007), p.67

Influence of Carbon Nano-fiber on Mechanical Property of PALC Jianlei Wang1, a and Lijun Meng2,b 1 School of Material Science and Engineering, Shijiazhuang TieDao University, Shijiazhuang, Hebei, 050043, China 2 School of Civil Engineering, Shijiazhuang TieDao University, Shijiazhuang, Hebei, 050043, China awjl710718@sohu.com, b363110711@qq.com Keywords: PALC, carbon nano-fiber, mechanical property.
Key engineering materials, Vol.477(2011):108-111
Composites Part B: Engineering, 35,No.2(2004) 185.

Modeling of Wave Propagation in the ADINA Software for Simple Elastic Structures MAJOR Izabela1, a*, MAJOR Maciej2,b 1,2 Czestochowa University of Technology, Faculty of Civil Engineering, ul.
Bathe, Finite elements in CAD and ADINA, Nuclear Engineering and Design, Volume 98, Issue 1, December 1986, Pages 57-67
Bathe, The ADINA system in engineering practice, Finite Elements in Analysis and Design, Volume 2, Issues 1–2, April 1986, Pages 41–60
Nowak, Constitutive modelling and parameter identification for rubber-like materials, Engineering Transactions, 56, 2, 2008, 117–157

Chaotic vibration of fractional calculus model viscoelastic arch Fan HUANG, Jun HUANG, Shao-bin DAI School of Civil Engineering and Architecture, Wuhan University of Technology,China 181623439@qq.com Keywords: Fractional calculus; chaotic vibration; numerical method; viscoelastic; Abstract.
Nonlinear Statical and Dynamical Models of Fractional Derivative Viscoelastic Body [A]. 2005 ASME International Design Engineering Technical Conferences and Computers and Information in Engineering Conference [C].
Long Beach, California, USA [2]Sun H.Z., Zhang W., 2008, Investigation Into Viscoelastic Damper Modeled By Fractional Kelvin Constitutive Law[J], J. of Vibration Engineering, 21(1): 48-53 (in Chinese); [3]Zhang Wei and Shimizu N., 1998.

Interaction of building thermal technics with building aerodynamics in problem solving of physical cavities of double-skin transparent facades Boris Bielek1, a* 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinskeho 11, 810 05 Bratislava, Slovak republic aboris.bielek@stuba.sk Keywords: Double-skin transparent façade, physical cavity, renewable source of solar energy, total aerodynamic resistance of the cavity, aerorynamic coefficient of external pressure Abstract.
Introduction The goal of this paper is to highlight the fact that the development of new facade technology of low-energy buildings in modern architecture utilising an alternative source of solar radiation is unthinkable without the application of inputs of wind engineering in the form of aerodynamic quantification of the building whether the aerodynamic quantification of its special physical cavities.
The development of this new transformed scientific field is conditioned by the aerodynamic quantification of buildings and their elements, which can provide only the specific development of wind engineering also to the field of technical aspect of architecture.
Birkhäuser Verlag, Basel, Boston, Berlin, 1995 [5] Sachs, P., Wind forces in engineering.

Statistical Damage Constitutive Model for Concrete under Biaxial Tension Weifeng Bai1, a, Junhong Zhang1,b, Junfeng Guan1,c and Ying Cui2,d 1North China University of Water Resources and electric Power, Zhengzhou 450011, China 2Yellow River Engineering Consulting Co.
Acknowledgements This study was financially supported by the National Natural Science Foundation of China for Youth (51009020, 51209094), the High-level Personnel Research Project of North China Institute of Water Conservancy and Hydroelectric Power (201109), and the State Key Laboratory of Coastal and Offshore Engineering Foundation of China (LP1211).
Fan, Behavior of plain concrete and SFRC under biaxial tension and biaxial tension-compression, Journal of Harbin University of Architecture and Engineering, 30 (1997) 28-35
Yang, Experimental study on 2-D constitutive relationship for concrete, China Civil Engineering Journal, 40 (2007) 6-12.

Physical Model Test and Forecasting Analysis of Boji Stone Landslides Yongtao Gao 1,2,a, Xiao Hu 1,2,b 1Geology Hazard Prevention and Environmental Protection National Key Laboratory, Chengdu, 610059 2Chengdu University of Technology, Environment & Civil Engineering Department, Chengdu, 610059 agaoyongtao302@163.com, bhuxiao@cdut.cn Keywords: landslide, geologic model, model test, artificial rainfall Abstract.
Journal of Engineering Geology. 2009.
Chinese Journal of Rock Mechanics and Engineering. 2003.
Chinese Journal of Geotechnical Engineering. 2001.