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Study on Stochastic Damage Constitutive Relation for HSHPC Material Subjected to Uniaxial Tension Stress Shan-suo Zheng1, a, Qing-lin Tao1, b, Bin Liu1, c, Ming Xie1, d and Yi Hu1, e 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, btql6551@163.com, ctumubst@163.com dmingxie03@163.com, ehuyi6570@163.com Key words: high strength and high performance concrete (HSHPC); uniaxial tension stress; stochastic damage; constitutive relation; microscopic element Abstract.
References [1] Mazars J: J. of Engineering Fracture Mechanics, Vol. 25 (1986), p.729-737
[2] Resende L: Computer Methods in Applied Mechanics and Engineering, Vol. 60 (1987), p.57-93
(in Chinese) [4] Yu Liu, Susanto Teng, and Chee-Kiong Soh: J. of Engineering Mechanics, Vol. 134 (2008), p.72-81
[5] Li Jie, Yang Weizhong: China civil engineering journal, Vol. 42 (2009), p.31-38.

Linear Analysis of the Constitutive Relation of Concrete Elastoplastic Disturbance Jiemin Liu 1, a, Weinan Wang 2, b and Shuang Liu 1, c 1School of Science, Shenyang Jianzhu University, 110168 Shengyang, China 2School of Civil engineering, Shenyang Jianzhu University, 110168 Shengyang, China aliujiemin1954@163.com, bwangwn1988@126.com, cliush0229@163.com Keywords: constitutive equation of concrete, linear equation, disturbance variable, finite element analysis.
However, most of them are difficult to be used in engineering because of the particularity of its application conditions and the model complexly.
Constitutive equation of Civil Engineering Materials.
Computer Methods in Applied Mechanics and Engineering.
Advances in Structural Engineering.Vol.7 (2009), p.461 (in Chinese) [10] Jiemin Liu, Yuxia Yang, Weinan Wang.

Luo1,2, b 1 Department of Civil Engineering, University of Foshan, 18 Jiang Wan Road, Foshan 528000, Guangdong, China 2 School of Civil Engineering, Hunan University, Yue Lu Shan, Changsha 410082, Hunan, China a chen1310@tom.com, b qizhi@fosu.edu.cn Keywords: dynamic stability; cantilever beam; natural frequency; critical load; shear lag.
Chen, Mechanics in Engineering, Vol.18(1996), p51-52(in Chinese)
Jiang, Engineering Mechanics, Vol.18(2001), p47-55(in Chinese)
Liang, Mechanics and Engineering, Vol.27(2005), p:44-47(in Chinese)

Study on the Modes of Architectural Form Design Based on Requirements for Structural Safety Chunyan Guo1, a, Dake Wei2,b and Chunying Guo3,c 1 School of Civil Engineering, Northeast Forestry University,Harbin,Heilongjiang,150040,China 2 School of Architecture, Harbin Institute of Technology,harbin, Heilongjiang,150040,China 3Urban Planning Society of China,Peking 100037,China a gcy_nefu@126.com, bwdk_hit@126.com, c guocy@planning.gov.cn Keywords: Structural correctness, Architectural form, Mode of design method.
In almost all engineering cases, such conflicts will be solved through technical guarantee provided by structural engineers.
Establishment of Modes of Specialized Cooperation for Ensuring Structural Safety Currently the modes of specialized cooperation between architects and structural engineers in the conceptual design stage can be divided into three types: the first type is the structural engineer follows the architect and does not take part in the process of design; The second type is the same person serves as the structural engineer and the architect concurrently,and the designer is required to have solid professional knowledge in civil engineering and profound attainment in architecture; The third type is the creative cooperation between the architect and the structural engineer: The structural engineer takes part in design from the very beginning of the plan stage,and both can give full play to their respective professional advantages [4].
Sendai Mediatheque is a typical case to show the creative cooperation between the architect Toyo Ito and the structural engineer Mutsuro Sasaki.
The architect and the structural engineer pay attention to different aspects of “structure”.

Preface This proceeding contains the accepted papers from The 2012 International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE2012).
This conference is a forum for enhancing mutual understanding between scientists, engineers, policymakers and experts in the civil, architectural and hydraulic engineering field.
This book covers the subject areas of architectural design and its theory, architectural environment & equipment engineering, indoor environment, landscape planning and design, ecological architecture, urban planning and design, transportation planning and traffic control, city ecological environment, environmental engineering, environmental protection and environmental biology, management and engineering education, air environment control and architectural environment improvement techniques, sustainable city and regional development, renewable energy and building energy saving, transport engineering.

In-plane Creep Stability Design of Concrete Filled Steel Tubular Arches Using Inverse Reliability Method Wei Jiang1, a, Dagang Lu1, b 1School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China ajiangwei_hit@126.com, bludagang@sina.com Keywords: concrete filled steel tubular arch, stability design, inverse reliability, FORM, creep stability, safety factor.
The creep of concrete is a typical physical property of viscoelastic materials which is commonly concerned in civil engineering.
Pi: Journal of Engineering Mechanics.
Li: Journal of Engineering Mechanics.
Lu: Engineering Mechanics.

Research and Development of Electric Control System of Friction Coefficient Test Vehicle for Airport Runway ZHOU Chang-hong1，a,ZHANG Wei-yu1，b, and WEI Yong1，c 1 Department of Electromechanical Engineering, Tianjin Agricultural University,Tianjin,China alwzchtj@sina.com, b525156985@qq.com, c595183963@qq.com Keywords: friction coefficient, test, electric control system, data processing Abstract.
International Civil Aviation Organization (ICAO) made a test specification, namely the vertical force to the test wheel is 1372 N, the survey running speed is 96 km/h and the test wheel skidding ratio is 11%~14%[4].
The development of friction coefficient test vehicle meets the needs of civil airports in China.
[3] WANG Liwen, TIAN Jing ,HUANG Jinming, Research on Test Way of Runway Friction Coefficient,Journal of Civil Aviation University of China. 1(2006) 22-24

Modernisation and Calculation of Wooden and Plastic Civil Constructions, in: Proc.
-Peterburg Civil University, St.
-Peterburg Civil University, St.
Liew, C.Wang, Rayleigh–Ritz method for general plate analysis, Engineering Structures 15(1) (1993) 55–60

Ushkov1, d 1Moscow State University of civil Engineering, 26, Yaroslavskoje hw., 129337, Moscow, Russian Federation ambruyako@yandex.ru, bkravtsovadv@mgsu.ru, csmirnov@nocnt.ru, dva.ushkov@yandex.ru Keywords: plasma processing, material science, building materials.
Most building materials for civil and special construction are heterogeneous multiphase composites made of continuous phase (“matrix” formed of “matrix material”) and a number of discontinuous (“disperse”) phases – fine and crude powders (“fillers” and “aggregates”), short fibers etc.
We also have carried out series of experiments with components of cement concrete – the most widely used material in civil and special construction.

Simulation Calculation and Construction Control of Xiaolan Channel Super Large Bridge Jun Jiang 1,a, Hongye Gou1,b, Junming Wang2,c 1Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, 610031, P.
China a787283942@qq.com, bgouhongye@163.com, c116613097@qq.com Keywords: bridge engineering; Xiaolan channel super large bridge; construction process; simulation calculation; construction control.
In order to ensure that the reliability and safety of structures during construction process, and the final bridge line and the forced status meet the design requirement, it needs to conduct the engineering control of bridges.
References [1] Xiang Zhongfu．Construction Control Technology of Bridges[M]．Beijing: China Communications Press, 2001 ( In Chinese) [2] Ge Yaojun．Analysis and Control of Segmental Construction Bridges[M]．Beijing: China Communications Press, 2003 ( In Chinese) [3] Au F．T．K, Wang J J, Liu G D．Control of reinforced concrete arch bridges[J]．Journal of Bridge Engineering ASCE, 2003, 8(1): 39-45 [4] Dejus T．EValuation of work safety control systems in construction[J]．Journal of CiVil Engineering and Management．2005, 10(2): 93-98 [5] Gou Hongye, Pu Qianhui, Shi Zhou．
Model test for the V-shape pier-girder joint of long-span V rigid frame composite arch bridge[J]．China Civil Engineering Journal, 2010, 43(3): 100-106 ( In Chinese) [6] Code for Design on Reinforced and Prestressed Concrete Structure of Railway Bridge and Culvert(TB10002．3-2005)[S]．Beijing: China Railway Press, 2005: 06 ( In Chinese)