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Choo1, b, Chang Hyung Lee1, c, Won Seo Jang1, Nam-seo Goo2 1Department of Civil Engineering, Konkuk University, Seoul 143-701, Korea 2Department of Advanced Technology Fusion, Konkuk University, Seoul 143-701, Korea a hadongho@konkuk.ac.kr, b jfchoo@konkuk.ac.kr, c chang773@hotmail.com Keywords: Bridge bearing, Piezocomposite electricity generating element (PCGE), Dynamic loading test, Traffic loading, Load measurement Abstract.
The civil engineering community also recognized the potential benefit of such piezoelectric material to power wireless sensors for SHM purpose since conventional wired monitoring systems require excessive investments for the installation of wires.
Moreover, civil structures like bridges or roads being incessantly crossed by vehicles are by means subjected to ambient vibrations of which use appears to be a natural and cost-efficient solution [6].

Research on the Dynamic Response of Dam under Rare Earthquake through Dynamic Time-history Analysis Method He Yun-xiang1,a , Qiang Yue1,2,b and Li Li1,b 1College of Civil Engineering, Chongqing Three Gorges University, Chongqing 404000, China 2 Hohai College, Chongqing Jiaotong University, Chongqing 400074, China aemail heyunxiang6932@126.com, bemail qiangyue-320@163.com Key words: Rare earthquake; Dynamic time-history analysis method; Dynamic response Abstract.
With vigorous development of hydroelectric source in west China, the anti-seismic security issue of dam engineering attracted particular attention.
Therefore, it is necessary to enhance measures for engineering earthquake fortification.
Lin: Present Status and Prospect of Seismic Safety Technology of Large Concrete Dams, Water Sciences and Engineering Technology , Volume 6(2004), p.1-3 [2] J.
Shen: Earthquake Engineering (China Building Industry Press China,2000)p.5-6

Experimental Study on Solidified Sludge with High Water Content Zhe Wang1, a, Juhao Hu1,b and Lili Yan1,c 1 College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, China awangzsd@163.com, bhujuhao123@163.com, c woshiyanlili@yahoo.com.cn Keywords: High water content, Sludge, Curing, Strength Abstract.
Introduction With the rapid development of China's economy, municipal engineering, port engineering, channel engineering and other construction projects, it will generate a lot of high water content sludge dredging in a variety of waterways, aqueduct, rivers, lakes and reservoirs, and building ports new or expanding.
China Harbour Engineering, 2005(5):27-30
Study on engineering properties of cement-stabilized soil.
Journal of Geotechnical Engineering,2000,22(5):549-554.

The Surrounding Rock of Deep Borehole Pressure Relief and Let the Pressure Bolt Coupling Analysis ZHANG Shu-guang1, a, CHEN Long2,b, and JIA Hong-yu3,c Institute of Civil Engineering and Transportation, Liao Ning Technical University, Fuxin,China azhangshuguang168@163.com, bclong1207@163.com, c7851633@qq.com Keywords: Pressure bolt; Borehole pressure relief; Coupling support; numerical simulation Abstract.
The advantages of coupling supporting effect was elaborated, It was instructive for the deeply roadway engineering in the future.
It was instructive for the deeply roadway engineering in the future.
China's coal mine soft rock engineering supporting design and construction guide [M].
Journal of mining and safety Engineering, 2006, 23 (4) : 468-471 [3] BaiJianBiao Hou Chaojiong.

LI Qingfen, Harbin Engineering University, China Conference Organisers Professor Ferri Aliabadi Department of Aeronautics Imperial College, London Prince Consort Road, South Kensington London, SW7 2BY M.H.Aliabadi@imperial.ac.uk Professor Jorge Alfaiate Aggregate Professor Dept.
Zittau/Gorliz, Germany Tohgo,K Tokyo Institute of Technology, Japan Torii,T Okayama University, Japan Toribio,J University of Salamanca, Spain Tsukrov, Igor University of New Hampshire, USA Watanabe, K Yamagata University, Japan Wang,Z.Q Harbin Engineering University, China Wen, P.H Queen Mary University of London, UK Yan,S.Y.
Harbin Engineering University, China Yigeng Xu.
Induk Institute of Technology, South Korea Yufeng Zheng Harbin Engineering University, China Zhang,J-Z Harbin University of Science and Technology, China Zhu,S.F.
Harbin Engineering University, China

Effectiveness of UHTCC to Retard Cover Expansive Cracking due to Corrosion of Rebar in RC Structure Xinhua Cai1,2,a, Zhen He1,b ,Shilang Xu3,c 1 State Key Laboratory of Water Recourses & Hydropower Engineering Science, Wuhan University, Wuhan 430072 2 Headquarters of Armed Police Hydropower Troops, Beijing 100053 3College of Civil Engineering & Architecture, Zhejiang University, Hangzhou 310058 aemail: caixinhua_whu@yahoo.com.cn,bemail: evahezhen@126.com,cemail: slxu@zju.edu.cn Keywords: reinforcing bar corrosion; ultra high toughness; cover; corroded expansion crack; service life Abstract.
References [1] Weyers R E: ACI Mater J Vol. 95 (1998), p. 445-453 [2] Andrade C, Alonso C and Molina F J: Mater Struct Vol. 26(1993), p. 453-464 [3] Li V C, Leung C K Y: ASCE J Eng Mech Vol. 188(1992), p. 2246-2264 [4] Xu S, Li H: China Civil Engineering Journal Vol. 41(2008), p. 45-60 [5] Xu S, Li Q: Science in China Series E: Technological Science Vol. 52(2009), p.363-378 [6] Bhargava K, Ghosh A K, Mori Y et al.
Nuclear Engineering and Design, Vol. 236(2006), p.1123-1139.

Wind Load Time-history Simulation Study Based on Neural Network Hu Weibing a, Li Qian b School of Civil Engineering Xi’an Univ. of Arch. and Tech.
Introduction With the development and application of computer technology and the deep and thorough research into numerical analysis method, great strides have been made in the numerical simulation theoretical research of civil engineering structures under wind load and its effect.
The concept of frequency domain method is clear and easy to use; therefore it is widely used in wind-resistant analysis of engineering structures currently.
Xiangting,The structure of wind engineering .( China Building Industry Publications, Beijing 2006 )

Intelligent Health Monitoring System for a Railway Cable-Stayed Bridge Deshan Shan1, a, Peng Yan1, b, Zhenhua Wang1, c 1 Bridge Engineering Department, Southwest Jiaotong University, 111, 1st Northern Section of the Second Round Road, Chengdu, Sichuan Province, China adsshan@163.com, bswjtu_yp@126.com, czhcd2008@163.com Keywords: structural health monitoring system, measurement system, railway, cable-stayed bridge, instrumentation Abstract: Intelligent health monitoring system of the long-span railway cable-stayed bridge requires the comprehensive knowledge of instrumentation, analytical and information processing technologies with the knowledge and experiences in design, construction, operation and maintenance of railway cable-stayed bridge for long-term monitoring the performance throughout its lifecycle.
Introduction Automatic measurement of instrumented civil engineering structures is becoming more common for lifecycle assessment of bridge structure [1].
Especially civil engineering structure has complicated component integrity, therefore, a kind of graphics based I/O facility is desired to enhance interpretation of results of interaction with the system.
Acknowledgment The research reported herein has been conducted as part of the result of a series of research projects granted by the Fundamental Research Funds for the Central Universities with SWJTU09ZT02 & SWJTU09CX02, and the Open Fund of Sichuan Provincial Earthquake Engineering and Technology Key Laboratory (Southwest Jiaotong University), with skz200906.

Modeling and Simulation of Chilled Water System for Central Air Conditioning Jianmin Sun 1, a, Chundong Zhang 1, b and Zeyang Zhou 1, c 1School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China asunjianmin@bucea.edu.cn, b winter5515@163.com,c zhouzeyang123@163.com Keywords: Central air conditioning; Chilled water system; Mathematical modeling; PID control Abstract: Considering the central air conditioning system is highly susceptible to interferences from external environment, this paper established a dynamic mathematical model for chilled water system with the air conditioning area, fan coil unit and air conditioning area interference factors.
Acknowledgements The study was sponsored by Science and Technology Project of Housing and Urban-Rural Development Ministry of China (2011-K8-2), Funding Project for Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality (PHR IHLB 201106125) ,and Funded By Open Research Fund Program of Beijing Engineering Research Center of Monitoring for Construction Safety ( Beijing University of Civil Engineering and Architecture ) References [1] Wen Yin.

Cost/Schedule Monitoring and Forecasting for Project Based on Earned Value Management (EVM) Jianwen HUANG1, a *, Huimin PAN1, Yan LI1, Yiting ZHU2, b and Zaiyi LIAO1,3,c 1College of Hydraulic & Environmental Engineering, China Three Gorges University, No.8, Daxue Rd, Yichang, Hubei Province, P.R.China 2School of Civil Engineering, HeFei University of Technology, 193 Tunxi Rd, Hefei, Anhui Province, P.R.
References [1] Prabath Sudarsi Hemachandra, Simulated earned value management (SEVM) tool for proactive project control, M.S. thesis, Dept. of Civil Eng., Univ. of Calgary, Calgary, Canada (2008), p. 35-43
[4] José Luís PONZ-TIENDA, Eugenio PELLICER, Víctor YEPES, Complete fuzzy scheduling and fuzzy earned value management in construction projects, Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), vol. 13, no. 1 (2012), p. 56-68
[6] Alberto De Marco, Project Management for Facility Constructions: A Guide for Engineers and Architects.