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Student, Dept. of Civil Engineeering, Hasanuddin University, Jl.
Strengthening of deteriorated reinforced concrete structures using Fiber Reinforced Plastics (FRP) sheet material has also developed as an innovative alternative in the civil engineering fields.
The FRP sheet is applied for strengthening on many field in civil engineering structures such strengthening of column, slab and beam of concrete structures buildings [4-8].
The authors would like to acknowledge the member of the Civil Department of Hasanuddin University for them valuable supports in conducting the study.
[10] Rudy Djamaluddin, Abdul Madjid Akkas, Akristin Eko S, “Application of GFRP sheet for strengthening of yielded reinforced concrete beams”, Proceeding the 6th Civil Engineering Conference in Asia Region, Jakarta 20-22 August 2013, TS10-9 – TS10-16, [11] Mehdi T.K., and Chris j.B.

Experimental Study on the Constitutive Relation of SPHSC under Uniaxial Compression Loading Hao Zhou 1,a*, Peiyan Huang 1,b*, Xinyan Guo 1, Xiaohong Zheng 1 1School of Civil and Transportation, South China University of Technology, China, Guangzhou510640 ahaovic@qq.com, bPyhuang@scut.edu.cn Keywords: Steel fiber reinforced polymer high strength structural concrete (SPHSC); constitutive relation; stress-strain full curve; uniaxial compression Abstract.
The study is the theoretic basis of the new material which was widely use in civil engineering.
Journal of Hydraulic engineering, 1996, 10: 43-48
Beijing: Mechanic in Engineering, 1985, 2.

Study on Vertical Wind-Induced Vibration Response For Portal Frame Structures Dezhi Liang1,a, Min Huang1,b 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang110168, China aliangdezhi2000@163.com, bminhuang1122@163.com Keywords: portal frame, vertical wind vibration, wind load factors, frequency domain analysis Abstract.
This paper taking a true engineering as an example, using finite element software to establish the solid model of the portal frame structure, selecting the junction of purlin and roof as a node of imposing vertical fluctuating wind load, we made numerical simulation analysis of vertical wind vibration.
References: [1] Xiangting Zhang: Engineering Theory and Wind Load Calculation Manual (Tongji University Press, Shanghai 1985), in Chinese
[2] Weizhi Dong, Xiying Zhang: Journal of Jilin Architectural and Civil Engineering Institute, Vol. 23(2006), p. 31-34, in Chinese
[4] Feng Lu, Wengjuan Lou, Bingnan Sun: Engineering Mechanics, Vol. 19(2002), p. 52-57, in Chinese [5] Load Code for the Design of Building Structures, in Chinese.

Wireless Real-time Telemetry Automatic System for Monitoring the Settlement of Structure and its application Guoliang Zhang1, a, Xuemin Zhang1, 2, b, Jie Li3, c and Shuying Wang4, d 1Coll. of Civil Eng., Central South Univ., Changsha, Hunan, 410075, China 2Guizhou Transp.
Meanwhile, the high accuracy and reliability of the system are also verified by the engineering applications.
This paper describes a wireless real-time telemetry monitoring system for subsidence, whose reliability and availability were verified with its engineering applications Working Principle of System System Components.
Engineering Application of Monitoring System Project Overview.
The system can be also applied for health monitoring in urban subway project, slope engineering, mining subsidence, and other similar engineering.

Compaction Quality of Bitumen Mixtures Based on Ultrasonic Methods Tao XIE 1, 2, a, Yanjun QIU 2, b, Zezhong JIANG2, c and Bo LAN 3, d 1 College of Civil and Architecture Engineering, Guizhou University, Guiyang 550022, China 2 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 3 Department of Transportation of Sichuan Province, Chengdu 610041, China a xie_tao96@163.com, bpublicqiu@163.com, c qmrjzz@yahoo.com.cn, dsclb2008@163.com Keywords: Bitumen mixture; Water damage; Porosity; Ultrasonic method.
Water damage of asphalt concrete pavements has been one of the major distresses in highway engineering.
Engineering experiences and research results indicate that this damage is due to the extortionate air voids of bitumen mixtures.
Ultrasonic is an excellent method for non-destructive testing used in various engineering fields.
This technology has been successfully used for evaluating concrete structures for many years, but has so far had only a very limited application in pavement engineering.

Statistical Analysis of Dynamic Bearing Capacity of Driven Pile Ardy Arsyad1, a, Suyadi1,b and Lawalenna Samang1,c 1Department of Civil Engineering, Faculty of Engineering, Hasanuddin University, P.
Factor of safety is determined by the experience and the judgement of the geotechnical engineer.
The project has been constructing several buildings over the area of 630×330 m2, including Faculty, Center of Technology, Civil Engineering, Architecture, Electrical Engineering, Mechanical Engineering, Geology Engineering, and Naval Engineering Buildings.
The object of the study is Naval Engineering Building A with 2364.48 m2.
Engineering(London), 119, Pp. 657-721.

The maintenance and management of civil aero-engine require advanced monitor schemes to evaluate aero-engine health and condition in order to ensure safety of aircraft and increase life of aero-engine.
We require developing prognostic means to improve the engineers and maintainers knowledge of aero-engine performance in the upcoming flights.
If the details and behavior of these critical parameters for future flights is provided to maintainers and engineers it can help monitors the aero-engine condition.
Fig 5.The EGT_corr values prediction of aircraft ‘A’ by Kalman filter In addition, according to the engineering requirements the relative error can not beyond the ±0.3%.
This approach will therefore assist the maintainer and engineer in keeping track of those performance parameters behaviors in different flight modes.

Engineering Advice for Preventing Crack on the Upstream Surface of Super-high Arch Dam Junfeng Guan1, 2,a, Longbang Qing 3, b, Weifeng Bai1, c, Juan Wang4, d and Peng Lin2,e 1North China University of Water Resources and Electric Power, Zhengzhou 450011, China 2State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, China 3School of Civil Engineering, Hebei University of Technology, Tianjin, China 4 Zhengzhou University, Zhengzhou 450001 ,China ashuaipipi88@126.com, bqlongbang@126.com, cyf9906@163.com, dwangjuan@zzu.edu.cn, ecelinpe@tsinghua.edu.cn Keywords: hydraulic structure; super-high arch dam; crack; water-stop structure; fracture toughness.
Finally, two main specific engineering suggestions for avoiding this kind of crack on the upstream surface of super-high arch dam were given: (1) the value of checking water pressure should not exceed 0.4 MPa; (2) the flange of the water-stop structure near the upstream surface of dam should be changed toward the downstream.
Engineering Recommendations for Prevention and Control of Cracks Sealing Flange in Vertical Direction.
The engineering recommendations for preventing and controlling of cracks on the upstream surface of super-high arch dam were given as follow: (1) water pressure of checking should not exceed 0.4MPa; (2) the flange of the water-stop structure near the upstream surface of dam should be changed toward the downstream.
This work has some guiding significance for in-depth understanding the crack mechanism of the 300m super-high arch dam, and for taking the engineering counter-measures to avoid this kind of crack.

Nonlinear Analysis and Construction Method of a Silo Dome with Grain Jian Wan The Department of Civil Engineering, Sichuan College of Architectural Technology, Deyang, Sichuan, 618000, China Jjijing@yeah.net Keywords: A New Type of Silo, Latticed Shell, Buckling Failure, Eigenvalue buckling analysis.
Through the comparison the rationality and stability of reticulated shell design are verified, finally construction measures of this system are given, and these can provide references for design and construction of similar engineering.
Based on the nonlinear stability analysis of reticulated shell by arc length method, this article gets the under critical load and the key points of the load-displacement curve of the latticed shell, the rationality and stability of the design of latticed shell by comparison are verified, finally gives the specific construction measures which can provide references for similar engineering design and construction.
Through the comparison to verify the rationality and stability of reticulated shell design, finally construction measures of this system is given, these can provide reference for design and construction of similar engineering.
References [1] Wenfu Zhang, Xiuli Wang and Deyu Yin: Spatial structure (Science Press, China 2005) (In Chinese) [2] Jun Tan: Journal of Harbin Institute of Technology, Vol.38 (2010), p. 45-51 (In Chinese) [3] Shizhao Shen and Xin Chen: The stability of reticulated shell structures (Science Press, China 1999) (In Chinese) [4] Wenhua Hao: ANSYS Civil Engineering Application (China water conservancy and Hydropower Press, China 2005) (In Chinese) [5] Ping Yan: Technology Rules of Reticulated Shell Structure (China Building Industry Press, China 2003) (In Chinese)

Analysis of the Environmental Benefits of Green Building Wenxiang Ding1,a, Yuhong Zhao2,b, Xu Ji3,c 1China, Beijing University of Technology, College of Civil Engineering and Architecture 2China, City Security and Disaster Engineering of Ministry of Education Key Laboratory 3China, Beijing University of Technology, College of Civil Engineering and Architecture a937115712@qq.com , bzhaoyuhong@bjut.edu.cn , c275220563@qq.com Keywords: sustainable development, green building, environmental benefits Abstract: The current global environmental problems have become increasingly serious, vigorously develop the strategy of sustainable development has become an important issue facing the world, promote the development of green building is the important part of sustainable development.
This paper analyzes the concept of green building and features, based on life cycle cost of green building theory and engineering economics theory, a brief study of the costs and benefits of green building, build the environmental benefits of green building evaluation model, provide a theoretical basis for the evaluation of green building environmental benefits.
Conclusion In this paper, it uses engineering economics theory and architectural theory of the life-cycle cost-effective, analysis the environmental benefits of green building in the whole life cycle briefly.