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The Presentation Research of Architectural Shock-Isolation Technology in Guangdong Science Center Jichao Zhang1, a, Lei Ji1,b 1College of Civil engineering, Guangzhou University, Guangzhou,Guangdong,510006,China a zhangjichao1956@126.com, b jilei19851005@sina.com Keywords: Guangdong Science Center, Shock-isolation technology, Remote wireless automatic monitoring technology, Display, Popular science education.
Above all, architectural shock-isolation display system plays an important role in promoting the application of shock-isolation technology in civil engineering, with great meaning and far-reaching influence.
[2] Fulin Zhou: Engineering structure damping control (Earthquake Press, Beijing 1997),in Chinese
[4] He Yi, Jichao Zhang, Manli Guo, Dabin Chen: Engineering Mechanics Press Vol. 3(2007), p.414-417, in Chinese
[8] Yan Fan, Jichao Zhang, Yong Xu: Engineering Mechanics Press Vol.

However, the method does not take into account the presence of engineering pile, hence it doesn’t apply to calculating in the condition of foundation pit with engineering pile.
Fig.4 3D finite element model of foundation pit with engineering pile The influence of engineering pile diameter.
The influence of engineering pile spacing.
Engineering instance.
HOU, China Civil Engineering Journal,Vol.33(2000),NO.4, p.61-67 (In Chinese) [3] Z.H.

Research on Environment of Dwellings with rammed earth walls in Deqin Area in Yunnan Province Liping Li Department of Architecture, Faculty of Civil Engineering and Architecture , Kunming University of Science and Technology, Kunming , China llping402@163.com Keywords: Tibetan dwelling ; rammed earth wall; temperature; test and analysis Abstract.
Deqin County Town, with an elevation of 3400m, belongs to the cold climate region (VIC) according to the Standard of Climatic Regionalization for Architecture (GB50178－93) [1] and Thermal Design Code for Civil Building (GB 50176-93) [2].
[2] Thermal Design Code for Civil Building (GB 50176-93), in Chinese

Air Conditioning with Cold Radiation Technology Research and Analysis of Energy-saving Comfort Maoren Li Department of Civil Engineering,Jiangxi Science & Technology Normal University, Nanchang, China 1020598821@qq.com Keywords: Cold radiation technology. air conditioning.
Civil radiant panel will be in the civil construction of plastic pipe buried in the concrete floor, the construction more difficult, but with a strong thermal storage (cold) ability to use the cooling tower at night, "direct cooling" and storage, in a these areas can be further enhanced energy saving potential of such systems.

Evaluation research about the post environmental impact assessment of cascade hydropower engineering which based on Matter- element and Analytic-hierarchy coupling model Binbin Tang1,a *, Baochen liu2,b and Zhihua Deng3,c 1School of civil engineering, Central South University, Changsha，410075，China 2School of civil engineering, Central South University, Changsha，410075，China 3Wuling Power Corporation，Changsha，410007，China aEmail:tbb1979@sina.com, bEmail:bbtang@chinapower.hk, cEmail:deng_dzh@wu-ling.com Keywords: Cascade Hydropower Engineering, Analytic Matter-element ，Analytic Hierarchy , Post Environmental Impact Assessment Abstract.
At present, most post environmental impact assessments of China Water Conservancy and hydropower development and construction projects are impacted on individual project, such as Yang Lake pumped-storage power station in Tibet China, Fengjiashan Reservoir Engineering in Shanxi, the Yellow River Sanmenxia water conservancy hub etc.Up to now, post environmental impact assessment impacted on large basins hydropower development project is only carried out two times in the southwest region of China and the upper reaches of the Yellow River in 2006 to 2008 years.
(9) 3 Post environmental assessment of Yuanshui basin cascade hydropower engineering project 3.1 Profile of river basin Yuanshui is one of the four water of Dongting lake.

Durability of Self-compacting concrete By Abdelaziz Benmarce*1, Hocine Boudjehem**2 and Robila Bendjhaiche***3 1, 2, 3 Laboratoire de Génie Civil et d'Hydraulique (LGCH), Département Génie Civil, Faculté des Scienceset de la Technology., Guelma University, P.O Box 401, Guelma, 24000, Algeria * Benmarce@hotmail.com, **hboudjehem@yahoo.fr , ***rbendjaiche@yahoo.fr Keyword: porosity, mechanical properties, physical and chemical characteristics, durability Abstract.
[2] Association Française de Génie Civil (AFGC).
Permeability and corrosion of reinforced self-compacting concrete, Key Engineering Materials, Vol. 477, (2011), pp. 327-332

Optimal Control of Shallow Water Flows Using Adjoint Equation Method Yu SAMIZO1,a and Mutsuto KAWAHARA1,b 1 Department of Civil Engineering, Chuo University, Kasuga 1-13-27, Bunkyo-ku, Tokyo, Japan 1,asamizo@civil.chuo-u.ac.jp, 1,bkawa@civil.chuo-u.ac.jp Keywords: Finite Element Method, Shallow Water Flow, Performance Function, First-order Adjoint Equation, Weighted Gradient Method, Ikari Dam.

Analysis of Seismic Performance of the Joint of Cellular Steel Column and Steel Beam in Different Axial Compression Ratio Yafeng Xu1,a *, Zhanglin Zhai1,b and Piyuan Xu1 1Civil Engineering College, Shenyang Jianzhu University, Shenyang, 110168, China aceyfxu@163.com, b240410837@qq.com Keywords: Joint of steel column-beam, cellular steel column, axial compression ratio, seismic performance, finite element analysis Abstract.
Instruction Here the cellular steel column is a tubular steel member, particularly related to a method for opening steel tube column in civil engineering.
But the study on the seismic performance of this new kind of structure is not perfect, so this paper on the seismic performance of finite element analysis of joint of cellular steel column and steel beam will provide a theoretical basis for the new joint of the steel column properties for further research and engineering application.
ABAQUS simulation analysis and detailed annotation in engineering case[M].
Shenyang: School of Civil Engineering Shenyang Jianzhu University, 2011

Uniaxial Spring And Multi-Axial Spring model for Structural nonlinear analysis Yanbin Huang1,a, Weiling Huang2,b, Shoulong Zhang3,c, and Liugang Du 4,d, Jinhe Gao 5,e 1School of Architecture and Civil Engineering, East China Institute of Technology, China 2School of Civil Engineering, Tongji University, China a1129250689@qq.com, b1241547553@qq.com, c937910622@qq.com Keywords: Uniaxial spring; Multi-axial-spring; MS element; Flexural behavior Abstract.
References [1] Kang-Ning Li and Shunsuke Otani, "Multi-Spring Model for 3-Dimensional Analysis of RC Members", Journal of Structural Engineering and Mechanics, Vol.1, No.1, 1993, pp. 17-30
[2] Kang-Ning Li, "Analysis Model for 3D RC Columns Coupled with Shear Nonlinearity," Proceedings of the 9th Japan Earthquake Engineering Symposium, Vol.3, December 1994, pp.
[3] Kang-Ning Li and Tetsuo Kubo, "Reviewing the Multi-Spring Model and Fiber Model," The 10th Japan Earthquake Engineering Symposium, 1998, Volume 2, pp.2369-74.

Static Model test on Fly Ash Embankment of Expressway Yan-hui GE1, 2, a, *, Wei CUI2, Wenjuan WANG3 1Shandong Jiaotong University, Department of civil engineering, Jinan 250023 P.R.China 2The Research Center of Geotechnical Engineering, Shandong University, Jinan 250061 P.R.China 3School of civil engineering, Shandong Yingcai University, Jinan 250104 P.R.China anepenthes@163.com Keywords: model test, fly ash, expressway, embankment, stress-load, displacement-load Abstract.
Engineering practice - flyash as a foundation packing [J].
Chinese Journal of Geotechnical Engineering, 2002, 24(1):112- 114