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China society of Engineering Thermophysics.
China society of Engineering Thermophysics Conference on multiphase flow, Xi'an, 2010. 10.
Beijing: China society of Engineering Thermophysics [3] Liu Xiaoyan,Chen Wei,Gao Haizhi.
Journal of Engineering Thermophysics,2013,34(3):480-483 [4] Liu Xiao-yan, Li You-hang, Li Xiao-qing, etal.
Petroleum Engineering Construction, 2008,34(5):38-41 [9] Lu Mingchang.

Boundary Element Analysis of Accelerated Chloride Diffusion in High Performance Concrete Yi Wang1, Wocheng Huang2, LuFeng Yang2, Zheng Chen2,a 1Architecture administrative office of Nanning, Nanning, Guangxi, 530028, China 2 Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, School of Civil Engineering and Architecture, Guangxi University, Nanning, Guangxi, 530004, China achenzheng@gxu.edu.cn(corresponding author) Keywords: high performance concrete, chloride diffusion, boundary element method, mineral admixture Abstract.
Despite of the high precision, analytical method is seldom used in the analysis of engineering structures due to the limitations itself.
As a numerical method, BEM has good preciseness, less unknowns and is convenient to be applied in engineering structural analysis [6].
Figure 1 BEM model results VS test data (A0) Figure 2 BEM model results VS test data （group B1/C1/D1） Figure 3 BEM model results VS test data （group C2/C3/D3） From the comparisons, it can be seen that the BEM result agrees with experiments well, which proves that the chloride diffusion still suit to the Fick Second Law after accelerated testing, and the BEM model of chloride diffusion based on Fick Second Law can be used for chloride diffusion analysis in engineering.
The chloride concentration at different depths calculated from the BEM model are in good agreement with those obtained from experiments, which proves that the chloride diffusion still suit to the Fick Second Law after accelerated and the chloride diffusion BEM model can be used for analysis of practical engineering.

Analysis of reliability aspects of railway accident precursors: An Italian case study Fabio De Felice1,a, Antonella Petrillo2,b and Federico Zomparelli1,c Department of Civil and Mechanical Engineering, University of Cassino and Southern Lazio, G.
Reliability Engineering and System Safety 74 (3), 291–297, 2001
International Journal of Engineering and Technology (IJET).
A new accident model for engineering safer systems.
Reliability Engineering and System Safety 76 (2002), 189–204.

The amalgamation of public art and public constructions under the view of urban renewal Feng Qiao1, a 1Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, P.R.
With the globalization of the city competition, public buildings and landscape engineering has become the main mode of urban renewal to promote the city environment and artistic taste, and use the urban renewal opportunity to solve the city problems by public art.
This case of urban renewal had cost Chicago four hundred and seventy-five million dollars and six years, by the way of combining with landscape engineering and public art, the designers changed the old and chaotic parking space originally into a platform which was promoting the whole environment quality and humanistic values of the city.
Each face of Crown Fountain has been a humorous art form of waterscape engineering, showing every citizen’s perspective to the vitality city.
At the same time, the public art conveys different intentions to multicultural people, every culture has its own order and beauty, the successful foreign case can not apply in domestic public constructions simply, only when we know really the connotation of public art, the opportunity it enter the engineering, the combinative purposes, and the public art planning method and mechanism, we can choose the suitable way of combining, according to the objective conditions such as relationship between engineering and environment, community culture characteristic, people’s life demand, to give the public art and the public constructions scientific and artistic amalgamation.

Martinez-Cruzado, Jose Antonio, "Experimental study of post-tensioned flat plate exterior slab-column connections subjected to gravity and biaxial loading, "Ph D Thesis, Department of Civil Engineering, University of Berkeley, CA, 1993
[3] Han, et all, "Hysteretic behavior of exterior post-tensioned flat plate connections", Engineering Structures, Elsevier, 28 (2006) 1983-1996 [4] S.W.
Wallace, " Effects of Bottom Reinforcement on Hysteretic Behavior of Post-Tensioned Flat Plate Connections" submitted to Journal of Structural Engineering, ASCE, 2007
Wight "NONLINEAR PUNCHING SHEAR FAILURE MODEL FOR INTERIORSLAB-COLUMN CONNECTIONS," JOURNAL OF STRUCTURAL ENGINEERING, V. 125, No. 9 SEPTEMBER 1999
"OpenSees: Open System for Earthquake Engineering Simulations," Version 1.7.3, Berkeley, CA

Influence of Earthquake Directions on Wind Turbine Tower under Seismic Action Lai Wang,Xitong Dong Shandong  Provincial  Key  Laboratory  of  Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao, Shandong, 266510, China wlkdtjxy@sina.com dongxitong1986@163.com Key words: earthquake direction, seismic analysis, wind turbine tower, ANSYS Abstract.
[2] GuangLing HE, Yong ZHOU, Jie LI, engineering mechanics , vol.26(7), pp.72―77, (2009).
Static, “seismic and stability analyses of a prototype wind turbine steel tower Engineering Structures”, (2002), vol.24(8), pp.1015―1025
[5] Shun Kang, Jingxun Yin, Yunfei Liu, journal of engineering thermophysics, vol.30(5), pp.777―780. (2009).
[6]Jan van der Tempel and David-Pieter Molenaar, Wind engineering vol.26, pp.211―220,2002 [7] Information on http://www.vestas.com/ [8] Xinmin Wang, “ANSYS numerical analysis of engineering structures”, China Communications Press,(2007).

Limit Wind Loads of a Concrete Filled Steel-tube Transmission Tower Tie Hua Xiong1,a, Shu Guo Liang1,b 1School of Civil and Architectural Engineering, Wuhan University, Wuhan, China athxiong@whu.edu.cn, bliangsg@public.wh.hb.cn Keyword: Limit load, Wind load, Equivalent static wind load, Transmission tower, Elastic-plastic analysis Abstract.
Engineering Structures, Vol. 16 (1994) No.4, p.287
Engineering Structures, Vol. 18 (1996) No.7, p.483
Engineering Structures, Vol. 18 (1996) No.7, p.489
Engineering Failure Analysis, Vol.16 (2009), p.1922

The data stored and managed in basal geographic database mainly include fifteen thousand digital topography, digital geographic name, land data, user spare project and four dimensions productions, remote sensing image data and etc. thematic database contains basis geological map, geological disaster project data, real estate location and attribute data, engineering related technical documents data, multimedia data and etc.
For example, the situation that a structural geologist discusses the fixed fault location with a civil engineer is called loose integration.
So that engineer survey design system with high benefit, high flexibility and intelligence can be formed and set up gradually to accommodate with multi-specialty and more types work.
Compared with traditional geotechnical engineer survey technology, the application of geographical information technology in geotechnical engineer survey owns more advantages as followings: (a) The strong data collection and process abilities of geographical information system makes wider of survey data source and higher quantity, faster speed of data collection.
(d) The powerful visualization operation ability of geographic information system provide a visual operation platform for geotechnical engineer survey.

Methods of interpreting the Results of Vibration Measurements to locate Damages in Beams Minda Petru Florin1,a, Praisach Zeno Iosif2,b, Minda Andrea Amalia3,c and Gillich Gilbert-Rainer1,d 1Department of Mechanics, “Eftimie Murgu” University of Resita, 320085 Resita, Romania 2Hydro-Engineering, 320168 Resita, Romania 3Department of Economical Engineering, “Eftimie Murgu” University of Resita, 320085 Resita, Romania af.minda@uem.ro, bzpraisach@yahoo.com, ca.minda@uem.ro, dgr.gillich@uem.ro Keywords: Damage, severity assessment, natural frequency, vibration, fracture mechanics.
Introduction Damage assessment of structures, especially based on global methods, present great interest for engineering practitioners.
Civil Eng., 3(1) (2012) 1-13 [7] J.
Parhi, Effect of damage parameters on vibration signatures of a cantilever beam, Procedia Engineering 38 ( 2012 ) 3318 – 3330
Onchis, About the effectiveness of damage detection methods based on vibration measurements, 3rd WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology/International Conference on Geography and Geology Corfu Island, Greece, Jul 22-24, 2010, 204-209

Effect of particle size to sand’s shear strength and deformation under high pressure Yong Lu1,2,a, Guoqing Zhou1,2,b, Xiangyu Shang1,2,c, Yongsong Li1,2,d 1State Key Laboratory for GeoMechanics and Deep Underground Engineering (CUMT), Xuzhou 2School of Mechanics & Civil Engineering, China University of Mining and Technology, Xuzhou acumtluyong@163.com, bgqz@cumt.edu.cn, cxyshang@126.com, d295727188@qq.com Keywords: high pressure; hardening; Duncan-Chang hyperbolic model; volume contraction Abstract.
Introduction There is a significant difference between the characteristics of deep soil and shallow soil [1-2], with the development of economic construction, there are more and more deep underground works, such as the exploitation of coal resources at depth exceeding 1000m, large-scale urban underground engineering, water dam construction with the height reaching to approximately 300m, etc., all these make the original mechanical properties for the shallow soil meet challengence, the research of mechanical properties for deep soil is needed [2].
Acknowledgements This work was financially supported by Natural Science Foundation of China (50974117) and State Key Laboratory for GeoMechanics and Deep Underground Engineering (CUMT).
Comprehensive study on the characteristic of saturated clay under variable stress level (PhD thesis of China University of Mining and Technology, Xuzhou 2009) (In Chinese) [4] Xiaofeng Zhang, Juyun Yuan: submitted to Geotechnical Engineering Technique (2007) (In Chinese) [5] Dezhi, Jungao Zhu: submitted to Rock and Soil Mechanics (2004) [6] Mizyal Izgin, Yildiz Wasti: submitted to Geotextiles and Geomembranes (1998) [7] Jiaming Zhang, Guosheng Jiang, Ren Wang: submitted to Rock and Soil Mechanics (2009) (In Chinese) [8] Mingjie Chi, Chenggang Zhao: submitted to Journal of Beijing Jiaotong University (2008) (In Chinese) [9] Haizhong Sun, Maosong Huang: submitted to Journal of Tongji University (Natural Science) (2009) (In Chinese) [10] Guangsi Zhao, Guoqing Zhou, Fengban Zhu: submitted to Journal of CUMT (2008) (In Chinese) [11] Ga Zhang, Jianmin Zhang: submitted to Chinese Journal of Geotechnical Engineering (2005) (In Chinese)