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Tropical Regions Rehabilitation Hospital Building Energy Efficiency and Interior Environmental Design Research Yuan Wu 1,a, Chaoying Liu 2,b * Architecture 08 class 2, Architecture and Civil Engineering College, Ningbo University of Technology1, China Art and Design and Education Institute of Ningbo University of Technology2, China Wuyuan0574@126.coma, liucying2006@163.cnb * Corresponding author Keywords: Hospital in tropical areas, Interior light environment, Interior acoustic environment, Building energy efficiency, Shading systems; Abstract: Tropical Regional Rehabilitation Hospital Complex is the necessary infrastructure for the aging society, the environment should be designed to strike a balance between comfort and sustainability.
[2] J.Contreras, M.Lewis and H.Roth: Standards Engineering, Vol.43 (2011) No.5, p.305 [3] T.Circle: American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc.

UHV KZ185 Crossing Tower Stress Analysis Kong Wei, Wu Lin Architecture Engineering College, Northeast Dianli University, Jilin 132012, China, *Email: northeastedu@126.com Keywords: stress analysis; secondary stress; transmission tower; finite element method Abstract: In terms of structure design for transmission towers, early because of restricted by calculation method, are generally will tower inner force analysis that was decomposed into several pieces of plane truss.
ANSYS10. 0 finite element analysis theory and engineering application [M].
[3] Chongqing iron and steel design institute civil engineering department.

Wind Tunnel Experimental Research on Flutter Stability of Liujiaxia Bridge Chunsheng Shu1, a 1 School of Civil Engineering，Tianjin University，TianJin 300072，China a scs19800323@163.com Keywords: Truss stiffening girder, Suspension bridge, Flutter stability, Aerodynamic measures, Wind tunnel test.
Sun, Nonlinear Aerostatic and Aerodynamic Analysis of Long-span Suspension Bridges Considering Wind-structure Interactions, Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(9):1065-1080
Engineering Structures, 1989, 11(2): 75-82

The Course Angle Indicator Based on Magnetic Resistance Sensor Hua Sun1,a, Pei Cheng1,b, Ying Wang2 and Haojun Li3 1College of Automation, Harbin Engineering University, Harbin, Heilongjiang, 150001,China 2School of Energy and Civil Engineering, Harbin University of Commerce, Harbin, 150028, China 3School of Electronic and Information Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen, 518055, China asunhua_heb@163.com, bchengpeilove2007@126.com Keywords: Magnetic resistance sensor, Course angle, Error compensation Abstract.

Shaking Table Tests of a Free-Standing Cultural Relic Strengthened by Plastic Fasteners Qian Zhou1,2,a, Weiming Yan1,b and Jinbao Ji1,c 1 Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology-China 2 Imperial Palace Museum-China azy_7225@yahoo.com.cn, byanwm@bjut.edu.cn, cjinbao@bjut.edu.cn Keywords: Movable cultural Relic, Aseismic Strengthening, Plastic Fasteners, Shaking Table Tests, Simulation.
Niu: Earthquake Resistant Engineering Vol. 2 (1992): p. 27 (in Chinese) [4] R.
Nagashima: Journal of Japan Society of Civil Engineers Vol.30 (2009): p. 645 (in Japanese) [5] M.

Component Seismic Damage Model for SRHSHPC Joints Shansuo ZHENGa, Bin WANGb, Lei LIc, Wei WANG d and Jinchuan HEe School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China azhengshansuo@263.net, b wangbin1853@163.com, clilei1004@163.com, dwangweiwei1881@126.com , ejinchuanhe@sohu.com Keywords: reduction factor, capacity of ultimate deformation, the number of cycle, seismic damage model.
Proposed Seismic Damage Model At present, in the field of earthquake engineering it is thought consistently that the combination effect of deformation and cycle accumulation damage is main reason made members destroy, and thus the seismic damage model of SRHSHPC joints is described by the combination of deformation damage component Dδ and cycle accumulation damage component cD ,and can be expressed as ( ) c1D D Dδβ β = − + (5) Where, β is combination coefficient, β= 0.1~0.11
Journal of Structural Engineering, ASCE, Vol. 111, No.4 (1985), p.722-739

Prediction of Vibration Velocity Due to Blasting Using Artificial Neural Network Fuqiang Gao1, a, Aijun Hou1,b 1Department of Civil Engineering, Luoyang Institute of Science and Technology, China afuqianggao@yahoo.cn, bhouaj@hpu.edu.cn Keywords: Blasting vibration, Artificial neural network, Classic framework, Coefficient of determination, Sum of squares due to error.
Engineering with Computers. 27, 117-125 (2011) [3] M.
Engineering with Computers. 27, 177-181 (2011) [5] K.

Marcos1 1 Mechanical Engineering and Industrial Design Dept.
Faculty of Engineering.
E-11002 Cadiz 2 Industrial and Civil Engineering Dept.

The Effect of Initial Hydration Temperature on the Characteristics of Calcium Hydroxide and Aragonite Precipitated Calcium Carbonate Ji-Whan Ahn1 , Jung-Ah Kim 1,a , Kwang-Suk You 1 , Hwan Kim 2 , Hee-Chan Cho3 , and Im-Chan Lee1 1 Minerals and Materials Processing Division, Korea Institute of Geoscience and Mineral Resources, Daejeon 305-350, South Korea 2 Dept. of Materials Science and Engineering, Seoul National University, Seoul 151-742, South Korea 3 Dept. of Civil, Urban and Geosystem Engineering, Seoul National University, Seoul 151-742, South Korea a Corresponding author: gurmwmdk@empal.com Keywords: Hydration, Calcium hydroxide, Aragonite Abstract.
References [1] Irfan Ar, Gulsen Dogu: Chemical Engineering Journal, No. 83 (2001), pp. 131-137 [2] J.

Mechanical properties and microstructure characterization of calcium silicate hydrate (C-S-H) gel Ling Qiao a , Li Guo, Jun Hong, Xiaoming Guo Department of Engineering Mechanics, College of civil engineering, Southeast University, Nanjing210096, PRC a E-mail: qiaoling@seu.edu.cn Keywords: Calcium silicate hydrate (C-S-H), microstructure, nematic, orientation Abstract.
Lequeux, H. van Damme, Engineering the bonding scheme in C-S-H: The iono-covalent framework, Cem.