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Deflection Analysis of Externally Prestressed Concrete Beam Based on Damage Mechanics Huixia Xiong 1, a, Yuzhou Sima 1,b and Yaoting Zhang 2,c 1 Department of Civil Engineering, Nanyang Institute of Technology, Nanyang 473004, P.
China 2 School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P.
In recent years, along with the development of cable-stayed bridge and the abundant application of section construction method in bridge construction and the reinforcing and alteration of old buildings, the externally prestressed concrete structure has been widely applied in industrial, civil construction, railway ,and road bridge civil works [5].
In order to facilitate the engineering application, the damage effect functions , can be expanded into progression forms, including (4) (5) (6) and in the formulas are nondimensional non-negative material damage parameters.
The experiment was carried out in the Civil Engineering and Mechanics Institute Structure Hall of Huazhong University of Science and Technology.

Many researches, especially from Universities, have been doing for developing wireless sensor nodes available for civil infrastructures including modifying the Berkeley Mote platform [3-5].
This paper presents an on-going study on the development of a wireless sensor node equipped MEMS accelerometer within the Civil Engineering and Electrical and Electronics Engineering Departments at Kobe University, which is aiming to design a wireless sensor node to meet specific requirements of bridge health monitoring applications of the drive-by monitoring for the short span bridges.
References [1] J.P Lynch: Overview of wireless sensors for real-time health monitoring of civil structures, Proc.
Spencer, Jr.: Sensor development using Berkeley Mote platform, J. of Earthquake Engineering, Vol. 10(2) (2006), p. 289-309
Kawatani: Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle, Structure and Infrastructure Engineering DOI: 10.1080/15732470701270082 (in press)

Finally, the effectiveness of this method is verified by a practical engineering lift.
Journal of Computing in Civil Engineering (ASCE).
Journal of Computing in Civil Engineering, Vol. 19-2 (2005), p.182-193
Key Engineering Materials , vol. 467 – 469 (2011)
International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, ASME, New York(2008), p.1523-1531.

Otherwise, it can save more time for calculation and can be applied in real engineering.
(11) (12) In real engineering, the structure is generally simplied to the MDOF system, therefore, in further the identification method of MDOF with the number of n degree is studied.
Therefore, the method can offer some references for real engineering in some extent, and can be used to identify the unknown loads and the variation regular of random loads.
Conclusion According to the identification results of different loads, the method of precision integration is considered to be steady and exact, the calculation steps of which are also simple.Therefore, it can be well applied in real engineering.
Civil Engineering Journal, 2004, 37(1):20-23.

The Strengthening of Reinforced Concrete Structures STEPANEK Petra *, LANIKOVA Ivanab, SIMUNEK Petrc and SULAK Paveld Brno University of Technology, Faculty of Civil Engineering, Veveri 95, 602 00 Brno, Czech Republic astepanek.p@vutbr.cz, blanikova.i@vutbr.cz, csimunek.p@vutbr.cz, dsulak.p@vutbr.cz Keywords: reinforced concrete, strengthening, structures Abstract.
Level of risk for civil engineering structures can be tolerated for certain facilities, while others have to have adequate safety at all costs.
Due to this, it is necessary to replace or strengthen existing civil engineering structures.
Responsible person / team Structural engineering Structural engineering and team of co-workers Structural engineer and team of experts Visual inspection, Preliminary evaluation Results of evaluation: - doubts about safety?
Authorities in many countries are reporting an ever-increasing degree of damage to civil engineering structures (bridges, buildings, tunnels and others) caused by deterioration and increasing variable loads.

A dissertation for the degree of Master in Civil Engineering
A dissertation for the degree of Master in Civil Engineering
"Research and Application of Monitoring Technique of monolithic moving of Building," A dissertation for the degree of Master in Civil Engineering
"Study and Application of Underpinning of Reinforced Concrete Column," A dissertation for the degree of Master in Civil Engineering
"Study on Underpinning Technique of Reinforced Concrete Column," A dissertation for the degree of Master in Civil Engineering.

SSI Damping System Research Based on Discontinuity of the Motion Zhiying Zhang 1, a, Zhanchao Gao 1,b and Ying Li 1,c 1 School of Human Settlement and Civil Engineering, Xi’an Jiaotong University, Xi′an, Shanxi, 710049, China azhangzhy@mail.xjtu.edu.cn, b281920384@qq.com, c115171626@qq.com Keywords: SSI system, classical damping system, discontinuous motion Abstract.
The Soil-Structure Interaction (SSI) Effect exists everywhere, but the existing researches on actual damping of SSI system are not so sufficient, and the analysis of its real dynamic response becomes unsuitable to engineering applications.
Researches on Shaking Table Test of SSI [5] Based on the actual engineering in Shanghai, China, Zhi-ying Zhang, Chong-du Cho and Xi-lin Lü made an SSI system model with geometric similitude ratio 1/10 and proceeded a shaking table test to study the damping system of SSI[5].
[5] Zhang Zhiying, Cho Chongdu, L Xilin and Lou Menglin: China Civil Engineering Journal(In Chinese). 2010, 43(2), p. 100.

Workability of Ribbed Bar with Nano-Ceramic Coating Chiou Wang Jia-Jiunn1, a , Li Shanglong2, b,Li jiong3, c Liu Ying4, d, Xu Guangxin5, e, Zhao Ming6, f 1,2,4,6 Building Engineering Department,School of Civil Engineering,Tongji University, Shanghai,China 3,5 Shunyuan Construction Group Co., Ltd ajiajiunn.chiou@gmail.com, blshanglong@126.com, casklin001@163.com, d63223540@163.com, eXuguangx@sunyoung.cc, fzhaom@tongji.edu.cn.
This is a new material in the civil engineering field.

Construction Techniques and Mechanism of Pre-Anchoring Fissured Stope Hangingwall by Fully-Grouted Cable Bolts Fenglin Zhan1, a *, Ping Ye2, b 1School of Architectural and Surveying Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi, China, 341000 2 School of Continuing Education, Jiangxi University of Science and Technology, Ganzhou, Jiangxi, China, 341000 azhanfenglin7278@sina.com, byeping2938@sina.com Keywords: Mechanism, Pre-Anchoring, Fissured Stope Hangingwall, Fully-Grouted Cable Bolts.
The achievements are helpful and beneficial to the design and construction of rock engineering projects which need anchoring reinforcement, such as slopes, tunnels, deep foundation pit, caverns, and underground mining.
The achievements are helpful and beneficial to underground deep mining, and the design and construction of rock engineering projects which need anchoring reinforcement, such as slopes, tunnels, caverns, and mine stopes.
(In Chinese) [2] Fenglin Zhan, Ping Ye, ANSYS simulating analysis of 3D single-cable temperature model of fully-grouted cable bolts, Proceedings of 2012 International Conference on Electric Technology and Civil Engineering (ICETCE 2012), Institute of Electrical and Eletronics Engineers, Inc., USA, 3(2012) pp. 1391-1394
[3] Fenglin Zhan, Ping Ye, ANSYS simulating analysis of a 3D high-temperature stope reinforced in advance with fully grouted cable bolts, in: Mingjin Chu, Xiangran Li, Jingzhou Lu, Xingmin Hou, and Xiaogang Wang (Eds.), Progress in Civil Engineering (Part 1), Trans Tech Publications Ltd, Switzerland, 2012, pp. 525-528.

Analysis on the Flutter Stability of Span Overpass Yan Yang1, a, Huyong Li2, b 1,2 Institute of Architecture and Engineering, Huanghuai University, Zhumadian, 463000, China a,b yan_yang88@126.com Keywords: Large-Span Overpass, Flutter Stability, Finite Element Analysis, Elastodynamics Abstract.
Large span overpass in the running state of the wind and the load in line with the stability has been the concern and attention of the engineering and technical personnel.
Civil Engineering Journal, 2000, 33 (5): 46-51
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, 2000 [10] Li Dejian, Zeng Qingyuan.