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Preface The International Conference on Civil Engineering, Architecture and Building Materials provides a forum for accessing to the most up-to-date and authoritative knowledge from both industrial and academic worlds, sharing best practice in this exciting field of Civil Engineering, Architecture and Building Materials.
This book covers the subject areas of City and Building Planning, Architectural Design and Its Theory, Urban Planning and Design, Landscape Planning and Design, Environmental Architecture Research, Ecological Architecture, Traditional Construction Materials Research, Advanced Construction Materials Research, Building Science and Technology, Monitoring and Control of Quality Engineering, Project Management in Building and Construction Management, Management Research, Engineering Education, etc.
The Organizing Committee of CEABM 2014 The 4th International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2014) Organized by: College of Civil Engineering and Architecture, Hainan University Hainan Society of Theoretical and Applied Mechanics Conference Organization Chairman Prof.
Shilang Xu, Zhejiang University, China Senior Engineer.

The analysis of large space shear wall structure under wind load force Lijian Zhou1,a,Mingkang Shan2,b,Jinzhou He3,candYuangang Fan4,d 1School of Civil Engineering, Northeast Petroleum University, Daqing HeiLongjiang 163318, China 2School of Civil Engineering, Northeast Petroleum University, Daqing HeiLongjiang 163318, China 3School of Civil Engineering, Northeast Petroleum University, Daqing HeiLongjiang 163318, China 4School of Civil Engineering, Northeast Petroleum University, Daqing HeiLongjiang 163318, China azhoulj2001@126.com, bshanmingkang@163.com,chejinzhou@163.com and dfanyuangang@163.com Key words: large space shear wall combined effect displacement internal force Abstract: This paper established three-dimensional calculation model of three large space shear wall structures of different thickness,using finite element software ANSYS to analyze the wind loads and vertical loads of the internal force.
But from the first layer to the seventh floor of effective stress are relatively large, in actual engineering design can be used to increase the cross section at the bottom or raise the grade of concrete strength to design.
Span space structure of theoretical research and engineering practice [J].
China Engineering Science, Vol.2002,3:52 ~ 59(in chinese)

Vulnerability and Reliability Analysis of Existing Reinforced Concrete Buildings: Case Study Kernou Nassim1,a*, Bennacer Lyacine2,b and Benyamina Abdelrahmane3,c 1Department of Civil Engineering, Faculty of Technology, Bejaia University, 06000, Laboratory of construction engineering and architecture, Algeria 2Université d’Adrar Route No. 6, 01000, Adrar, Algeria 3Department of Civil Engineering, Faculty of Applied Sciences, Ibn Khaldoun University, BP 78 Zaaroura, P.B. 14000, Tiaret, Algeria a*kernou.nassimgc@gmail.com, bblyacine@yahoo.fr, cbeny104@gmail.com Keywords: finite element method, surface response, reliability, reliability mechanical coupling, vulnerability.
The civil structures are an important heritage.
The adopted technical consists of use of the mechanical dependability method, which is proven in many areas not only civilian nuclear power and offshore structures, but also in civil engineering for special structures and existing buildings [6].
Department of Civil Engineering, Istanbul Technical University, 34469, Maslak, Istanbul, Turkey VOLUME 54, NUMBER 5. 5 December 2007
Reliability Engineering and System Safety, 75:1–16

Research On The Deconstruction And Application Of "Xinya Style Architecture " Based On Building Information Modeling Technology Rui Han1,a Jing Lv1,b Bing Li 1c 1 Jilin Architecture and Civil Engineering Institute , Changchun , china , 130118 2 Jilin Architecture and Civil Engineering Institute , Changchun , china , 130118 3 Jilin Architecture and Civil Engineering Institute , Changchun , china , 130118 a48987515@qq.com, bwlaj97@163.com, carchlb@163.com Keywords: building information modeling; Xinya Style Architecture; reconstruction by 3D mode; Information management; Clan Model Abstract:"Xinya Style Architecture" is an important specimens of historic buildings in Manchukuo period, show design concept of flexiblely combinating Western classical with Oriental style during the specific historical context, the structure was enough firm , and Construction workmanship was so superb, there is extremely high academic value for the research of spectrum across different regional
Foreword With the development of city economy and layout changes, maintenance and use of historical buildings in urban areas gradually towards a dilemma -- on local fiscal expenditure for maintenance, but can’t generate economic benefits; with very high research value and assuming civil special emotion, can’t return to public view......
The location of main “Xinya style Architecture” which researched in this paper Concrete frame is the main structure, the engineer made detailed study on the proportion of concrete, the strength was improved substantially; Design of exterior is sedate and elegant, The "Imperial Crown Type" details had rich style; building exterior used the world's most advanced technology for ceramic veneer, warm color gradient ceramic made construction still shine through long time; ground and stairs in the hall were decorated by yellowish color terrazzo and marble, with exquisite technology and high quality.
Acknowledgements 2012 Jilin Architecture and Civil Engineering Institute Higher Education Research Project, No.XJY2012010 Reference [1] Rui Han, Fusheng Mei, Chunlei Zhao.

Cement Composite Reinforced with Synthetic Fibers: Comparison of Three-point and Four-point Bending Test Results TOPIČ Jaroslav1,a,*, BARTOŠ Jan 1,b, KOPECKÝ Lubomír1,c, ŠEPS Karel 1,d, PROŠEK Zdeněk1,e and TREJBAL Jan1,f 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic ajaroslav.topic@fsv.cvut.cz, bjan.bartos@fsv.cvut.cz, ckopecky@fsv.cvut.cz, dkarel.seps@fsv.cvut.cz, ezdenek.prosek@fsv.cvut.cz, fjan.trejbal@fsv.cvut.cz Keywords: Cement; PET Fibers; Composite; Mechanical Properties.
Acknowledgement Financial support from the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project No.
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering, CTU in Prague and the Joint Laboratory of Polymer Nanofiber Technologies of the Institute of Physics, Academy of Science of the Czech Republic, and the Faculty of Civil Engineering, CTU in Prague.

An Application of Comprehensive Geological Prediction Methods in a High-Speed Railway Tunnel Peng Yin 1,2,a, Ruiting Yao 3,b and Xiaolei Ji 4,c 1School of Civil Engineering & Mechanic, Central South University of Forestry and Technology, Changsha, Hunan,China; 2School of Civil Engineering, Central South University, Changsha, Hunan,China; 3China Railway Engineering Consulting Group Co.
,Ltd, Beijing, China; 4School of Civil Engineering, Jiangsu Radio and TV University, Nanjing, Jiangsu, China ayinpeng99@sohu.com, byaort1980@126.com, cjixlsuny@126.com Keywords: high-speed railway tunnels, geological prediction, comprehensive method.
By analyzing the specific engineering geological and hydro geological conditions and summarizing the past geological prediction techniques, the comprehensive geological prediction methods are adopted in the project, and the accuracy and feasibility of the theory and techniques are verified in the practical construction process.
Engineering Profile The length of the high-speed double-track tunnel involved in the research is 4113m; the maximum depth is 390m.
[3] ZHANG Qingsong, Li Shucai, Sun Keguo, Analysis and Present State of Advanced Geological Forecast Technology of Highway Tunnel, Chinese Journal of Underground space and engineering, 4(2008)766-771

The Evolution and Discriminate Analysis of the SPT Discrimination Methods in Code of Seismic Design of Building in China Qianyu Zhao1,a, Rui Sun1,b，Yurun Li2,c 1Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Heilongjiang, Harbin 150080, China 2College of Civil Engineering, Hebei University of Technology, Tianjin, 300130, China awz_zqy@163.com, biemsr@163.com, ciemlyr7888@163.com Keywords: blow counts of SPT; soil liquefaction; seismic code; liquefaction discrimination Abstract.
This situation is not properly for engineering application.
Journal of earthquake engineering and engineering vibration 1984, 4(2): 95–126.
Institute of Engineering Mechanics China Earthquake Administration, 2013.
(in Chinese) [3] TJ11-78 Seismic design code for industrial and civil buildings [S].

The Promotion Policy of Solar Energy Application and its Research Progress for Technical Standard System in China Guoyi Li Key Laboratory of Environmental Protection in Water Transport Engineering Ministry of Communications Tianjin Research Institute for Water Transport Engineering, M.O.T, Tianjin 300456, China lguoyi@126.com Key words: Solar Energy, Promoting Policy, Technical Standards, Photovoltaic Industry.
In this article, we need a set of reasonable design and a high operability technical standard to make the solar energy, as practical application engineering, can be understood or measured in a complex system of progress of technical standard system for industry planning, management and decision support.
It included “the civil construction technical specification for application of solar photovoltaic system”, “solar heating project technical specifications”, “the civil construction technology of solar energy air conditioning engineering”, “passive solar building design procedures”, “renewable energy construction application engineering evaluation standard”, “the civil building photovoltaic components”, and “the civil construction atlas of solar PV system design and installation”.

Vibration Table Test and Research on Seismic Performance of Reinforced Concrete Eccentric Frame - Shear Wall Structures Bing Li1,a，Heping Jiang2,b，Weihao Wang3,c 1 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; 2 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; 3 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; aemail:cebli@sjzu.edu.cn; bemail:jhp15942375482@163.com; cemail:wangweihao-1988@163.com Key words : ansys ; Anti-seismic; finite element analysis ; shaking table test .
Abstract: Reinforced concrete eccentric frame - shear wall structures has been widely used in Engineering, but this structure is mostly used for high-rise structure.
Frontiers of Green Building Materials and Civil Engineering.

Monitoring of Deformation of Steel Structure Roof of Football Stadium Slavia Prague Jiri Litos1,a, Eva Vejmelkova2,b and Petr Konvalinka3,c 1,3CTU in Prague, Faculty of Civil Engineering, Department of Experimental Centre, Thakurova 7, 166 29 Prague 6, Czech Republic 2CTU in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thakurova 7, 166 29 Prague 6, Czech Republic ajiri.litos@fsv.cvut.cz, beva.vejmelkova@fsv.cvut.cz, cpetr.konvalinka@fsv.cvut.cz Keywords: Dynamic and static load, inductive sensors, laser sensors, deformation.
Introduction Experimental Centre (EC) of the Faculty of Civil Engineering at the Czech Technical University in Prague is accredited department.
EC provides experimental works in the civil engineering field regarding mainly static and dynamic testing of structures, structural building elements and materials.
:Untreated measured values ​​of all sensors during the loading cycle Fig. 11.: Evaluation of the deformations Evaluation and conclusions Experimental Center of the Faculty of Civil Engineering (CTU in Prague) carried out load tests on steel roof of stadium Slavia Prague.
[7] P.Konvalinka: Mechanical, Hygric and Thermal Properties of Building Materials and Structures Pragu: CTU in Prague, Faculty of Civil Engineering, 100 p (2011)