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Generalized Variational Principles of Quasi-Static Electro-Magneto-Thermo-Elasticity Song Hai-yan1,2,a, Zhou Zhen-gong1,b,Liang Li-fu2,c and Liu Zong-min2,d 1 Center for Composite Materials,Harbin Institute of Technology,Harbin 150001, China 2 College of Aerospace and Civil Engineering,Harbin Engineering University，Harbin 150001, China a shyivg@yahoo.com.cn, bzhouzhg@hit.edu.cn , cllf579@126.com, dlzm1976@yahoo.com.cn Keywords: electro-magneto-thermo-elasticity; generalized variational principles; coupling field Abstract.
Vol. 31 (2001), p.165-172 [3] Liang Lifu: Variational principles and applications (Harbin Engineering University Press and the Other four Presses, China 2005)

The Potential of Cloud Computing Technology for Construction Collaboration Mohamad Syazli Fathi1,a, Mohammad Abedi1,b and Shakila Rawai1,c 1Department of Civil Engineering, UTM Razak School of Engineering & Advanced Technology, Universiti Teknologi Malaysia International Campus, Jalan Semarak, 54100 Kuala Lumpur, Malaysia asyazli@ic.utm.my, bamohammad22@live.utm.my and c Norshakila3@live.utm.my Keywords: Construction Project, Construction Industry, Project Objectives, Efficient Communication, Construction Collaboration Tools, Concept, Context-Aware Computing, Cloud Computing, Information Systems, Competitive Advantage, Globalisation.
Engineering, Construction and Architectural Management, Vol. 15, No. 1 (2008), p. 78-94

Discussion of pile design for high-rise buildings Shu Qing Guo1, a 1 Civil and Architecture Department of Xiamen University of Technology, China aemail:guosq@xmut.edu.cn Keywords: high-rise building, interaction, pile design, optimization Abstract.
The engineering data demonstrated that actual measured isoline of settlement is very close to the one calculated.
During optimization process, taking into consideration of specification, construction and engineering experience, one satisfy value can be achieved, which may not be the same value obtain from pure mathematic calculation.
References [1] Xihong Zhao, Design theory and Practice of action of high-rise building with podium and Foundation, [M],Press of Tongji University.(1999)(in Chinese) [2] Model of pile-soil action and different stiffness design,[J]，Chinese Journal of Geotechnical Engineering.(2002) (in Chinese) [3] Poulos H G,Davis E H.Pile foundation analysis and design,[M], Wiley, New York.(1992)

Characteristics of Reference Evapotranspiration of Wetland Based on Penman-Monteith and Hargreaves Methods Xianghu Li1,2,a, Qi Zhang2,b, Yunliang Li2 1State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210098, China 2State Key Laboratory of Lake Science and Environment, Nanjing Institute of Geography and Limnology, Chinese Academy of Sciences, Nanjing, 210008, China alxh8010@yahoo.com.cn, bqzhang@niglas.ac.cn Keywords: Reference evapotranspiration; Penman-Monteith equation; Hargreaves equation; Wetland Abstract.
A second reference surface, recommended by the American Society of Civil Engineers, is given by a crop with an approximate height of 0.50m (tall crop), similar to alfalfa.
Fig.4 Scatter plots of ETrs and ETos at daily (left) and monthly scale (right) Acknowledgements This work is jointly supported by the Open Foundation of State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering (2010490811), the National Natural Science Foundation of China (41101024) and the Open Research Fund of State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin (China Institute of Water Resources and Hydropower Research), Grant NO: IWHR-SKL-201111.

The flexural behavior of bolted steel-concrete composite beam Do-Bum Kim1,a,*, Byong-Jeong Choi2,b 1Doctor’s course, Dept. of Architectural Engineering, Kyonggi University, Suwon Gyeonggi-do, 443-760, Korea 2Professor, Dept. of Plant and Architectural Engineering, Kyonggi University, Suwon Gyeonggi-do, 443-760, Korea arlaehqja@naver.com, bbjchoi@kgu.ac.kr *Corresponding author Keywords: Steel Plate-Concrete Composite Beam, Shear Connector, Flexural Strength Abstract.
Canadian Journal of Civil Engineering, 19(1992), 1-10

Optimal Design Research of Post-processing Technology Based on Settlement Control Tong Huaifeng,Suo Lijun School of Civil Engineering , Luoyang Institute of Science and Technology, Luoyang, P.R.China ae-mail: tonghuaifeng@163.com, be-mail: lijunsuo@126.com Keywords:Thick filling area; post-processing technology; settlement analysis; settlement control; optimal design.
Introduction In the thick filling area engineering, when there is soft soil and its depth is large in the thick filling area, the free pore water in the saturation soil is difficult to discharge in rolling process of the upper subgrade, and the excess pore water pressure comes into being with subgrade increase layer by layer, which lead to disproportionate of increase rate between effective stress in soil particles and additional load on the upper.
Journal of Zhengzhou University (Engineering Science). 2002, 23(2):31~33

Pushover Analysis of Light-weight Steel Portal Frame Structures under Strong Wind Loading Shuifu Chen1, a and Ying Gong1,b 1Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China acsf@zju.edu.cn, b412gongying@163.com Keywords: Light-weight steel portal frame; Wind load; Ultimate load carrying capacity; Pushover analysis; Elastic-plastic analysis Abstract.
Of the 1st US National Conf. on Earthquake Engineering, Bremerton (1975) [2] D.M.
S National Conference on Earthquake Engineering (1994), p.283 [4] Y.L.

Flexibility-based Objective Functions for Constrained Optimization Problems on Structural Damage Detection Xi Chen1, a and Ling Yu1-2, b 1Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China 2 Key Laboratory of Disaster Forecast and Control in Engineering, Ministry of Education of China, Jinan University, Guangzhou 510632, China aarcechen@126.com, blyu1997@126.com Keywords: Structural damage detection (SDD), objective functions, constrained optimization problems (COP), particle swarm optimization (PSO), structural health monitoring (SHM).
However, there are still some difficulties when these methods are applied to practical engineering.

Experimental Study on Combing Chloramine and Potassium Permanganate to Inactivate Total Coliform Group Tian Xiaoyana , Zhang Weib School of Municipal and Environmental Engineering ,Jilin Architectural and civil Engineering Changchun, 130018 , China a txy1317@163.com, b txy1965.ok@163.com Keywords: Chloramine ;Potassiumpermanganate; Totalcoliform group;lnactivation.
Water & Wastewater Engineering. 1994, (3):5

Research on Transient Temperature of Concrete Surrounding Spiral Case and Temperature Effect on Gaps in a Hydropower Station Xinyong Xu1,2a, Zhenyue Ma2 and Hongzhan Zhang2 1North China University of Water Resources and Electric Power 2School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, China ahdxuxinyong@163.com Keywords: Hydraulic Structure; Transient Temperature; Cooling Pipe; Concrete Creep; Gap Abstract.
References [1] SZ Lin, HD Su: Journal of Hydraulic Engineering (2002) In Chinese
ABAQUS/Standard User’s Manual.USA,HKS inc, (2002) [5] M.S.Jaafar, K.H.Bayagoob, J.Noorzaei: Thanoon:.Advances in Engineering Software (2007) [6] Lynn M.