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Isolation on the Top of Columns of a Building Analysis Based on ETABS WU Ying-xiong1, a, Huang PengYun, Huang Ying, Zhu JianHui, Wang Yuxun 1College of Civil Engineering, Fuzhou University, Fuzhou 350108, China aemail: wyxfz2006@163.com Keywords: first-floor isolation; etabs; time-history analysis; isolated column.
Earthquake Engineering and Engineering Vibration, 2004, 24(6): 114-120.
(In Chinese) [3] Huang Xiangyun.Theoretical and Experimental Investigation on Mid-Story Seismic Isolation and Reduction Structures [D], Xi’an:College of Civil Engineering, 2008, 6．
China Civil Engineering Journal, Vol. 43, 2010: 230-234.
[9] CECS 126: Technical Specification for Seismic-Isolation with Laminated Rubber Beating Isolators[S].Beijing: China Association for Engineering Construction Standardization. 2001

Awchat1,a* 1Department of Civil Engineering, Shri Guru Gobind Singhji Institute of Engineering & Technology, Nanded 431606, Maharashtra, India agdawchat@sggs.ac.in Keywords: Compressive Strength, Steel fibres, Styrene-Butadiene Rubber Latex, Recycled Aggregate Concrete, Stress-strain behaviour, Peak stress, Co-matrix bond.
Conference on Elect. and Civil Engg, (2011) 2215-2218
[13] Bhikshma V, Jagannandha Rao, Balaji B., An Experimental Study on Behaviour of Polymer Cement Concrete, Asian J. of Civil Engineering (Building and Housing), 11 (2010) 563-373
J. of Civil and Structural Engg, 1 (2011) 732-740
Practices in the Twenty-First Century, Institution of Engineers (India),Roorkee, (1996) 964-973

Analysis of Seismic Dynamic Response of Tunnel in Karst Areas Linjie Chen1,2, a, Bo Liang2,b and Zhiyong Wang3,c 1Key Laboratory of Bridge-Structure Engineering Ministry of Communications, Chongqing Jiaotong University, Chongqing, 400074, China 2School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing, 400074, China 3China Railway Eryuan Engineering Group Co.Ltd, Chongqing ,400023, China aclj625@126.com, bliang_laoshi@126.com, c125825564@qq.com Keywords: Karst Areas, Seismic Dynamic Response, Viscous-spring Boundary,Tunnel Engineering, High-intensity Earthquake.
Dynamic Response Analysis Engineering Specifications.
Chen, Z.M.Li: Chinese Journal of Rock Mechanics and Engineering.
Du and Q.S.Yan: Journal of Disaster Prevention and Mitigation Engineering Vol. 27 (2007), p. 38, In Chinese
Du: Chinese Journal of Geotechnical Engineering Vol. 28 (2006), p. 1070, In Chinese.

Research on load distribution effect of load distributed structure in the complex rotational and translational engineering Erjun Wu1,a, Zhaona Cao1,b, Fenfen Zhang1,c, Wei Wang1,d 1College of civil and transportation engineering, Hohai University,Jiangsu Nanjing,210000,China awej@hhu.edu.cn,bxiaoxi9.9@163.com,cfenfen1130402036@163.com,dwangwei198803@163.com Keywords: rotation moving engineering, underpinning, load distribution, inclined support Abstract: In view of the large axial force column underpinning of the complex rotational transportation engineering，a new underpinning structure which with six diagonal bracings was proposed in this paper.
Acknowledgement In the design of Haojing Building moving project, Engineer Yang Yong of The Tianjin Urban Construction Group Tianyan Building Lifting Shift Engineering Company and Engineer Zhao Dianfeng of The Shanghai TongGang Engineering Co.
Reference [1] Zhenwu Peng, The Design and Conatruction of Underpinning Engineering [M].
The Technology of Building Moving Engineering [M].
Analysis on Underpinning under Horizontal Load in Building Moving Engineering[D].

Mechanical Analysis of Deck Pavement of Curved Continuous Steel Box Girder Mu Cao a, Guofen Li band Huaping Zhuc College of Civil Engineering Nanjing Forestry University, Nanjing 210037, China acaomu_china@126.com, blgf@njfu.com.cn, c813274700@qq.com Key words: Curved continuous steel box girder, Finite element model, Pavement, Mechanical property .
Focusing on the frequent diseases of steel deck pavement, this paper will use the finite element programs Midas (civil) and Ansys to establish a reasonable spatial finite element model.
In this paper, the model of the whole bridge is established using Midas (civil) and the girder is simulated in terms of beam element.

Design of Airport Snow Removal Operation Optimization and Dispatch System Liwen Wang1,a, Guopeng Yao1,2.b, Jianglong Wei1,2.c, Xudong Shi1,2.d 1Ground Support Equipments Research Base of Civil Aviation University of China, Tianjin, China 2Aeronautical Automation College of Civil Aviation University of China, Tianjin, China awlw2885@163.com, byaoguo111@163.com, cweijianglong1986@126.com, dstone_131@sina.com.cn Keywords: Airport; Snow removal operation; Optimization; Dispatch Abstract.
Introduction According to ICAO (International Civil Aviation Organization) rules, the airport can`t be in serving otherwise the snow have been removed and the runway have had the enough frictional coefficient.
Computer engineering, vol.33,2007, p.232-234

Experimental investigation on HRBF500 RC Circular Pile under Low Cyclic Reversed Loading Qian Fu1, a, Shu Ting Liang1 and Xiao Jun Zhu1 1School of Civil Engineering, Southeast University, Nanjing, 210096, China afuqian0117@163.com Keywords: HRBF500, Circular Pile, Low cyclic reversed loading, Seismic performance Abstract.
At the moment, it has been widely used in the beams and columns of the public infrastructure and civil architectures but not in bridge piers.
Acknowledgement This work was supported by the projects from Chinese National High Technology Research and Development Program (863) 2008AA030704, the civil air office’s eleventh five-year important technology tackling Subject of Jiangsu Province: application study of super fine grain high strength steel and fiber reinforced cementitious composites used in new large span protective structure.

Undergroud parking space are designed to reduce the pressure of parking on the surface and it can also be used as civil air defence shelter.
According to the statistics, most of the 40 billion square meters of buildings scattered around China are highly energy-consuming, and even three times of that in developed countries with similar weather conditions even though a series of civil engineering policies are put into practice.
Architectural Journal.Vol. 3 (2010), p. 1 [2] National Techinical Measures for Design of Civil Construction Special Edition-----Energy Construction (Architecture) .Department of Construction Quality,Safety Supervision and Construction Industry Development Ministry of Construction P.R.C

Oguntuase 1 1 Department of Civil Engineering, Federal University of Technology, Akure, Nigeria 2 Department of Civil Engineering, University of Ado-Ekiti, Nigeria a okolics2002@yahoo.com Keywords: Sediment, transport, river Abstract.
Nigeria for engineering design purposes.
However, for the model to be successful, it must be based on the principle as presented by the Task Force Committee on sedimentation of the American Society of Civil Engineers (1963).
Brown, C.B. (1950): Sediment Transport, Chap XII Engineering Hydraulics.
Kinori, B.Z. and Menorach, J. (1984): Manual of Surface Drainage Engineering, Vol. 2 Pub.

3D Complicated Model Establishment and Analysis of Interactions between the Mined-out Regions and Surface Structures Shuren WANG 1, a, Jingmin YU2, b and Haiqing ZHANG 1, c 1School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, China 2Centre for Continuing Education, Hebei Vocational College of Foreign Languages, Qinhuangdao, China aw_sr88@163.com, byujingmin68@163.com, chaiqzhang@163.com Keywords: 3D model; mined-out regions; subsidence; tunnel and bridge; numerical analysis.
Fang: Chinese Journal of Rock Mechanics and Engineering, Vol, 23 (2004), p.1198.
Wen: Soil Engineering and Foundation, Vol, 21 (2007), p. 35.
Huang: China Mine Engineering, 37(2008), p. 27.
Zhang: Journal of Civil, Architectural and Environmental Engineering,Vol, 32 (2010), p.12.