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Impact of Structural Course Thickness on Heavy Load Semi-rigid Asphalt Pavement Service Life Ji shu Sun1, 2, a, Xiao hua Wang3,b, Tian Xiao3 and Can zhang Jin3 1 College of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 2 Civil Engineering Technology Research Center of Hebei Province, No. 5340 Xiping Road, Beichen District, Tianjin, 300401, China 3 Tianjin Municipal Engineering Design ＆ Research Institute, No. 239 Yingkou Street, Heping District, Tianjin, 300051, China asjshebut@126.com, btjwxiaohua@126.com Keywords: Asphalt pavement, Thickness, Heavy load, Service life, Semi-rigid base, Mechanical property Abstract.
International Journal of Transportation Engineering, November 2007: p625-633
[6] Tianjin Municipal and Highway Engineering Administration Bureau.

Pushover Analysis of Pile-supported Bridge Piers Changfeng Wang 1,a, Yijun Bao 2,b 1School of Civil Engineering, Lanzhou jiaotong University, lanzhou 730070,CHINA. 2School of Civil Engineering, Lanzhou jiaotong University, lanzhou 730070,CHINA.
The << code for seismic design of railway engineering >> to the plastic of pile foundation under rare earthquake, also did not make relevant regulations and calculating method.
Geotechnical Engineers, 1993, 5 (4): 8-12
[2] Fengchang Gao, The seismic performance analysis and the application in engineering design [J].Transportation research in Shanxi, 2003, 2: 68-70

The current situation and analyze of Huizhou traditional architectural components and materials to repair alternative techniques Qiang Sun 1,a,Gang Chen1,b 1College of Civil Engineering of Anhui Institute of Architectural and Industry, Hefei, 230601 asunqiang@aiai.edu.cn, b419910455@qq.com Keywords:Structure,Status,Reinforcement,Traditional buildings, Wood component Abstract: According to the Huizhou traditional architecture field investigation and relevant literature statistical analysis, elaborated the Huizhou traditional architectural structure status and the main problem caused by natural disasters and other reasons , put forward the Huizhou traditional architectural wood component appears the question to propose the countermeasure and the reinforcement method, discusses the feasibility of the method, This thesis is mainly directed against the Anhui Huangshan City Shexian cultural protection unit "Dun Mu Tang" for specific research and
Acknowledgements This project is supported by Anhui Provincial Laboratory Project Funding through grant No. 1106c0805024 References [1]Qing Yu,in:The characteristics of FRP and its application in Civil Engineering [J],edited by Journal of Harbin University of Architecture , 2000, (06)
Edited by Earthquake resistant engineering and , 2009, (02) [5]Jun He,in: The new complex of ancient building repair [J],edited by Zhejiang architecture, 2009, (07) [6]Junguo Dong,in:Analysis on traditional Chinese ancient wooden building structure anti-seismic conceptual design [J],edited by Heilongjiang communication science and technology , 2011, (04) [7]Yanying Sun,in:Villa repair of ancient architecture engineering thoughts [J],edited by Journal of Chengde Nationalities Teachers College , 2007, (03) [8]Hongtie Zhao,Zibo Xue,Jianyang Xue,Ronglan Cao and Lei Wu,in:Ancient wood structural strengthening experimental study [J].
World Earthquake Engineering , 2010, (02)

Experimental Study on the Pumice Aggregate Concrete Xingjun Lva, Mingli Caob,*, Yan Lic and Yong Lid Department of Civil Engineering, Dalian University of Technology, China alvxingjun@163.com, *,bcaomingli3502@163.com, c408112188@qq.com, d245440555@qq.com Keywords: Pumice, Aggregate strengthening, Pumice concrete.
Resistance to chloride ion penetration test : JTJ270-1998 < Testing Code of Concrete for Port and Waterway Engineering> .
Oil fields surface engineering. 2 (1996) 70-72
Zhang, Pumice block laying on external thermal insulation technique and method of engineering application in agricultural university, J.
Journal of Hebei Institute of Architecture and Civil Engineering. 25 (2007) 1-2

Rasmussen2, c and Feng Fan1, d 1School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, PR China 2School of Civil Engineering, The University of Sydney, NSW 2006, Australia agche1828@uni.sydney.edu.au, bhao.zhang@sydney.edu.au, ckim.rasmussen@sydney.edu.au, dfanf@hit.edu.cn Keywords: geometric imperfection, random field, inelastic analysis, advanced analysis, spatial structure, probabilistic method Abstract.
Journal of Engineering Mechanics, ASCE 1994;120:949-70
Journal of Engineering Mechanics, ASCE 2001;127:382-6
Communications in Numerical Methods in Engineering 2003;19:801-8

School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, 510641 2.
According to engineering application practice, b and 2h is respectively taken as 100, 200, 300, 400, 500, 600, 700, 800.
Engineering Mechanics (in Chinese), 1997, 14(3):70~77.
China Civil Engineering Journal, 1985, 18(2):53~65 (In Chinese) [6] Escobar-Sandoval E.D.
Journal of Structure Engineering. 2006,122(11):1784~1792

Nonlinear Intelligent Constitutive Relation Of Piezoelectric Ceramic Qin Rong1, Qin Jun1 ,Zhu Xuhui1,2 1 China, Nanning, GuangXi University, 530004; 2 China, Nanning,China Railway Eryuan Engineering Group Co.
In recent years, along with the research and development of big strain, high strength piezoelectric materials, the application of piezoelectric materials has gradually been broaden from aerospace field to the civil engineering field, research the large strain, high strength and high performance piezoelectric materials has become the development direction in the future.
Author introduction: Qin Rong (1936-),male, professor, doctoral supervisor, research direction: civil engineering, mechanics.
[2] Qin Rong, Qin Jun, the new method of intelligent structure analysis, engineering mechanics, 2003, 20 (suppl)
[3] Qin Rong, Zhu Xuhui, Pan Chunyu, He Tao, the spline finite method of steel structure elasto-plastic analysis, Science Technology and Engineering, 2009.9 (8) : 2019-2023

Non-linear Dynamic Analysis of a Reinforced Concrete Bridge Column under Vehicle Impact Loading Jaeha Lee 1, a, WooSeok Kim †,2,b, Kyeongjin Kim1 and Soobong Park2 1Department of Civil Engineering, Korea Maritime and Ocean University, 727 Taejong-ro, Youngdo-gu, Busan, 606-791, Republic of Korea, jaeha@kmou.ac.kr 2Department of Civil Engineering Chungnam National University, 99 Daehak-ro, Yusung-gu, Daejeon, 305-764, Republic of Korea, wooseok@cnu.ac.kr a jaeha@kmou.ac.kr, b wooseok@cnu.ac.kr (corresponding) Keywords: Impact, Non-linear, FE Analysis, RC, Bridge Column, Vehicle Collision Abstract. 3D nonlinear impact analysis of a reinforced concrete bridge column under truck impact loadings was performed in this study.
Vehicle collision with bridge piers, Journal of the Bridge Engineering, IAB-SE, Vol. 10, Issue 3 : p.345-353
International Journal of Impact Engineering, Vol. 43: p. 52-62
Influencing Factors on Numerical Simulation of Crash between RC Slab and Soft Projectile, Journal of the Computational Structural Engineering Institute of Korea, Vol. 24 Issue 6 : p.591-599.

Comparison of Wind Pressure Coefficients with Wind Load Provisions Jongwon Lee1,a, Yunbae Kong1,b and Sungwoo Shin2,c 1Department of Sustainable Architectural Engineering, Hanyang University, 222 Wangsimni-ro, Seongdong-gu, Seoul, S.
For comparison with the pressure coefficients which have been calculated using the wind tunnel data, the following 6 wind load provisions have been chosen; the American Society of Civil Engineers Standard for Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) [3], the National Building Code of Canada (NBCC, 2010) [4], the Australian/New Zealand Standard (AS/NZS, 2011) [5], Eurocode 1: Actions on Structures – Part 1-4: General actions – Wind actions, EN 1991-1-4 (EN, 2005) [6], Architectural Institute of Japan: AIJ Recommendations for Loads on Buildings (AIJ, 2004) [7] and Korean Building Code and Commentary (KBC, 2009) [8].
Comparison of data with wind load provisions, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 93 (2005), p.31-59
Archiving format and basic aerodynamic data, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 93 (2005), p.1-30
[3] American Soiety of Civil Engineers (ASCE), ASCE Standard: Minimum Design Loads for Buildings and Other Structures: SEI-ASCE 7-10 (ASCE ,Virginia 2010)

Experimental Evaluation of Profiled Steel Sheet Dry Board Wall Panel System Masni A Majid1, a, Wan Hamidon Wan Badaruzzaman2, b 1Department of Structure and Engineering Material, UTHM, Malaysia 2Department of Civil and Structural Engineering, UKM, Malaysia amasni@uthm.edu.my, b wanhamidon@gmail.com Keywords: Profiled Steel Sheet, Dry board, Wall Panel, Buckling.
One form of IBS that is widely used in building and civil engineering construction is prefabricated wall panel structure where this structure has been used in a bulk quantity of construction process at the construction site.
Wright , Performance of Profiled Concrete Shear Panels, Journal of Structural Engineering 124 (1998) 368-381 [3] H.D.
Abdelghani and W.H.Wan Badaruzzaman, Limit State Behaviour of Profiled Steel Sheeting/Dry Board Wall Panel, Proceeding of 4th Asia-Pacific Structural Engineering and Construction Conference (APSEC) 2000 [5] Y.