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The Study of Lateral Buckling for Leaning-type Arch Rib System under Hinged Boundary Condition HeLing Wang1,a, AiRong Liu2,b*,, QiCai Yu3,c, YuZhu Guo4,d, FuLin Shen5,e 1,2,3,4,5School of Civil Engineering of Guangzhou University, Guangzhou 510006, China.
Dynamic stability of leaning-type arch bridge under earthquake[J].Journal of ShenZhen science and engineering, Vol.27(3)( 2010),p.286~290
China Civil Engineering Journal, Vol.22(2)( 1989) p.44-54 [5] Liu, Z., Lu Z.T..
Engineering Mechanics, Vol.21(3)( 2004) p.21~24,54

Micro-Study of Soil’s Inherent Anisotropy with PFC Simulation LI Fan1, a, ZHANG Kunyong 2,3,b and LUO Xingjun 2,3,c 1 School of Civil Engineering, Hefei University of Technology, Hefei 230009,China 2 Key Laboratory for Ministry of Education for Geomechanics and Embankment Engineering ,China 3 Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China alfhfgd@163.com, bky_zhang@hhu.edu.cn, cluoxingjung2012@163.com Keywords: Particle Flow Code; inherent anisotropy; micro-mechanics; fabric; numerical simulation Abstract.
Stability of slopes in anisotropic soils[J].Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers-Proceedings, 1965,19 (SM4): 85-106

Static and Dynamic Analysis of the Air-Cooled Condenser Platform Structure in Thermal Power Plant Li Yun Jiang1, a Jian Xiang Chu2, a Yu Sheng Cao1, a 1The College of Civil Engineering, Inner Mongolia University of Technology, Hohhot, China, 2 Electric Power Design Institute of Inner Mongolia, Hohhot, China, aemail:jiang_liyun@126.com Key words: air-cooled condenser, static and dynamic analysis, platform structure Abstract: Direct Air Cooled Condenser (ACC) has advantages of energy conservation, convenience repair and low production cost.
The civil engineering part in the air-cooled condenser system-ACC platform is a key part in whole system, it has characteristics of heavy load, small lateral stiffness resistance, uneven distribution of load vertically and unsymmetrical structural layout.
Grlffiths: Jounal of Geotechnical and Geoenvironment Engineering-ASCE ,( 2005) No. 2, p.232 [2] Loading Code for Design of Building Structures (GB50009-2001), (China Architecture and Building Press, China, 2006) [3] Technology Procedures for Design of Thermal Power Plant(DL5000-2000),(China Power Press, China, 2001) [4] STAAD/CHINA Technical Reference Manual, (Research Engineering International, America, 2004) [5] J.X.Chu: Numerical Investigation and Design on Structure of Air Cooled Condenser Platform of Power Plant (MS., Inner Mongolia University of Technology, China 2009), p.36 (In Chinese)

Analysis for bending of elastic bimetal beams TANG Xiao-wen1, a, SHANG Xin-chun2, b, LI Li-yun3,c 1School of Sciences, Beijing Institute of Civil Engineering and Architecture, Beijing 100044, China 2Department of Mathematics and Mechanics, University of Science and Technology Beijing, Beijing 100083, China 3School of Mechanics and Civil Engineering, China University of Mining & Technology Beijing, Beijing 100083, China axiaowentang@sohu.com, bshangxc@ustb.edu.cn, cly..li@126.com Key words: bimetal beam, theoretical model, analytic solution, finite element analysis.
Introduction Laminated beam is an elastic structure combined by two kinds of materials, and it is widely used in engineering.
[7] Miiller H H, Magnus K: Engineering Mechanics (Teubner Press Co., Berlin,Germany 1988).

Ride Comfort Analysis of Car Suspension Parameters on the Random Road Jianwei Yang 1,a, Guangye Zhang1, b, Minna Zhang1, c 1School of Machine-electricity and Automobile Engineering, Beijing University of Civil Engineering Architecture 100044, China arailyjw@163.com, bzhangguangye1@126.com, czhangminna0818@163.com Keywords: Ride comfort; Suspension stiffness; Damping.
Acknowledgements This work was financially supported by Funding Project for Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality (PHR20110712), and the Beijing University of Civil Engineering and Architecture Doctoral Fund (NO: 101001704) and Beijing Qualified personnel Culture Fund （2010D005017000007）.
Agricultural Equipment & Vehicle Engineering，2006(9):34- 38

In the literature, numerous studies where the main interest resides in the use of SMA dampers as passive elements are reported, but they are mostly targeted to the seismic protection of civil engineering structures.
Terriault, Damping in Civil Engineering using SMA.
Terriault, SMA in mitigation of extreme loads in civil engineering: Study of their application in a realistic steel portico, Applied Mechanics and Materials 82 (2011) 278-283
Terriault, L.Dieng, SMA in mitigation of extreme loads in civil engineering: Damping actions in stayed cables, Appl.
Terriault, 2012, The SMA was a tool for damping the induced oscillations in civil structures.

A Comparison between Austroads Pavement Structural Design and AASHTO Design in Flexible Pavement Behzad Ghadimi1,a, Hamid Nikraz2,b, Colin Leek3,c and Ainalem Nega4,d 1 PhD Candidate, Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia; Tel: (+61) 8 9266-2674; Fax: (+61) 8 9266-2681 2 Professor, Head of Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia; Tel: (+61) 8 9266-7573; Fax: (+61) 8 9266-2681 3 Adjunct Professor , Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia; Tel: (+61) 8 9266-4761; Fax: (+61) 8 9266-2681 4 PhD Candidate, Department of Civil Engineering, Curtin University, GPO Box U1987, Perth, WA 6845, Australia; Tel: (+61) 8 9266-2674; Fax: (+61) 8 9266-2681 aBehzad.Ghadimi@postgrad.curtin.edu.au, bH.Nikraz@curtin.edu.au, cC.Leek@curtin.edu.au dAinalem.Nega@curtin.edu.au Keywords: AASHTO, Austroads, CIRCLY, KENLAYER, Flexible Pavement
I granular material characterization, 1988, Dept. of Civil Engineering, University of Maryland: College Park, MD, USA

Key Engineering Materials, 691, pp. 138-147.
Procedia Engineering, 65, pp. 81-86.
Key Engineering Materials, 691, pp. 14-27.
Procedia Engineering, 65, pp. 94-99.
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 11 (1), 1 - 5, ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, DOI: 10.2478/v10160-011-0002-2, [21] P.

Numerical analysis on the influence of joints inclination on the characteristics of deformation and stability of tunnel Tang Xiaosong1, 2, a, Wang Yongfu2, 3, b, Zheng Yingren2, 3, c 1School of Civil Engineering, Chongqing University, Chongqing 400045, China 2 Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment, Chongqing 400041, China 3Logistical Engineering University, Chongqing 400041,China ahnm97@163.com, b28148106@qq.com, czhengl32@163.com Keywords: interface element; jointed tunnel; deformation around tunnel; mechanics state of lining; stability Abstract.
[2] Leng Xian-lun, Sheng Qian and Zhu Ze-qi: China Civil Engineering Journal, 2009, 42(9), pp: 96-103
[6] Leng Xian-lun,Sheng Qian and Zhu Ze-qi: China Civil Engineering Journal, 2009, 42(9): 96-103
[10] LI De-wu: Chinese Journal of Rock Mechanics and Engineering, 2005, 35(7), pp: 1274-1279
[11] Wang Gui-jun: Chinese Journal of Rock Mechanics and Engineering, 2005, 21(8), pp: 1328-1334

Failures have involved dams built without application of engineering principles, but have also involved dams built to, at the time, accepted engineering standards of design and construction.
She has the JCI Concrete Journal.The classifications of researches in Japan can be as follows: (1)Parts of durability: Japan Society of Civil Engineers proposed a design method for practice on the durability of concrete structures in 1987.
(3)Parts of new material and technology: Guide to Design The Fiber Material (FRP) Reinforced Concrete Structure is the first guideline on FRP design in the world, which was promulgated by Japan Architecture Design and Research Institute in 1993.Japan Society of Civil Engineers(1996) issued The Fiber Reinforced Concrete Structures Design and Construction Code.The forecasting model was mentioned by Kenji Sakata[6](2004) in the code-Recent Progress of the Evaluation to Concrete Shrinkage and Creep in Japan, now it has been applied to the specification in Japan Society of Civil Engineers.
It is practicable to assess a large number of engineering buildings according the importance of the priority sort.
[11] Zhiheng Sun, Yihui Lu, Detection, Evaluation,Engineering Applications of Defects and Repair for Hydraulic Concretes.