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In this paper inspection methods of the critical evaluation factor-bond compactness of epoxy- bonded steel plates, hammer test based multi-level grids and infrared holography, are proposed by theory analysis ,specimen experiments and practical validation in engineering.
The results of experiment and practical engineering application indicate the epoxy-bonded steel plate effect such as hollow can be effectively detected after 1 hour more sun exposure by infrared holography test.
Westlake: Investigation and strengthening of Hyde Lane Bridge, Proceedings of the Institution of Civil Engineers.
Municipal Engineer, 160(3), (2007)139-147

Saud3,d 1Al Qasim Green University College of Water Resources Engineering, Babylon, Iraq 2Collage of Material Engineering/University of Babylon, Babylon, Iraq 3Dep. of Biomedical Engineering, Al-Mustaqbal University Collage, Babylon, Iraq aAhlamzhamid90@gmail.com, bjodiwafa@gmail.com, cdr.nabbaa@gmail.com, damir.saud92@gmail.com Keywords: A Matrix-Metal of Aluminum Composites (AMMCs), particles of ZnO, stir casting technique, optical and reinforcement microscope.
International Journal of Civil Engineering and Technology (IJCIET). 9(2018)1271-1280
Arch Civil Mech Eng.14(2014)72–79
Nanostructured Materials and Nanotechnology V: Ceramic Engineering and Science Proceedings, 32(2011) 165-175
Materials Science and Engineering: A 550 (2012): 279-285

Delgado1,d 1LFC − Laboratório de Física das Construções, Departamento de Engenharia Civil, Universidade do Porto, Rua Dr.
To do so, some simple experiments were carried out at the Building Physics Laboratory (LFC) of the Engineering Faculty of Porto University (FEUP).

Based on the research achievements and the engineering background of a single pylon cable-stayed bridge at high intensity seismic region of East China, a full bridge model is established to analyze dynamic characteristics and seismic responses of the structure.
Long-span cable-stayed bridges built in highway transport hub projects serve as a part of lifeline engineering of relief work.
The nonlinearities of support conditions are mostly simulated with simple restoring force model in engineering applications[3,4,6].
Dampers (velocity index ) is commonly used in the engineering.
[5] Dalin Hu and Xiaoguo Huang: Horizontal Seismic Response Analysis of Continuous Rigid Frame Bridges Considering Structure-water Interaction, JOURNAL OF ARCHITECTURE AND CIVIL ENGINEERING[J], Vol 25, No 2. 79-84 (2008) [6] Chuanan LU, Shide HU and Aijun YE: Study on Seismic Performance for Long Span and High Pier Continuing Grider Bridges in Severe Earthquake Region, Structural Engineerings [J],Vol 23, No 6. 56-61 (2007)

Use of LU Decomposition of Modal Flexibility in Structural Damage Detection: Numerical Validation Yonghui Ana, Jinping Oub Department of civil engineering, Dalian university of technology, Dalian, China aanyh@illinois.edu, boujinping@dlut.edu.cn Keywords: damage detection, LU decomposition, modal flexibility, curvature method Abstract.
The present numerical study will lay a foundation for the application of real-time structural health monitoring in experiments and engineering.
Middleton, Long-term wireless structural health monitoring of the Ferriby road bridge, Journal of Bridge Engineering. 15(2) (2010) 153-159
Barr, Overview of Vibrational Structural Health Monitoring with Representative Case Studies, Journal of Bridge Engineering. 11(6) (2006) 707-715
Bernal, Flexibility-based damage localization from stochastic realization results, Journal of Engineering Mechanics. 132:6 (651) (2006) 651-658

Ship Engineering. 2003(01):9-11
Computer Aided Engineering. 2007(09) Vol16(03):84-87
Engineering Fracture Mechanics . 1996 (54):263-300
Minutes of Proceedings[M], Institution of Civil Engineers. 105-108
Japan Society of Mechanical Engineers. 1998

Experimental Studies on Abiochemistry Anchor Bolt Xiaocui Wang1,a Xinjiang Luo2,b 1Department of civil engineering, Zhejiang College of Construction, Hang zhou, Zhejiang, 311231, China 2School of Electronic & Information, Hangzhou Dianzi University, Hangzhou, Zhejiang, 310018, China awxc_24@163.com, b sunnyxinjiang@126.com Key words: Anchor Bolt, Cement, Glutinous Strength, Tensile Force Abstract.A kind of abiochemistry anchor bolt was studied by a series of systematic tests.
This kind of anchor bolt can be made simply and cheaply, installed conveniently and applied to different engineering problems.
Sometimes the anchor bolts are used to solve difficult engineering problems.
In an installation engineering of a shaft, the anchor bolts was used efficiently.
Now the anchor bolt with excellent properties and lower price is widely used in various mines and underground engineering in our country.

The present results could be helpful to predict the temperature cracks in structure engineering.
Introduction In the civil engineering, the temperature inside the concrete changed very exquisitely due to the hydration heat of the cement.
However, some structures needed to pour concrete one-time, such as the foundation engineering and the bridge pier engineering.
The numerical results could be helpful to predict the thermal cracks in the concrete engineering.
Modeling the Cooling of Concrete by Piped Water; Journal of Engineering Mechanics; 2009,135(12): 1375-1383

Research on the Dynamic Response of Zhuziqing Tailings Dam Liu Wenlian1,2,a, Xie Jianbin3,b, Cheng Heming1,c and He Tianchun3,d 1College of Architectural Engineering, Kunming University of Science and Technology, Kunming, 650093, P.R.China 2Kunming Prospecting Design Institute of China Nonferrous Metals Industry, Kunming 650051, P.R.China 3Department of Civil Engineering, Yunnan University, Kunming, 650091, P.R.China aLwENL7o2@sina.com,bkmxiejb@sina.com, cchenghm@public.km.yn.cn, dtche@ynu.edu.cn Keywords: Tailings Dam, Tailings embankment, Dynamic characteristics, Dynamic response, FEM Abstract.
In order to study Zhuziqing tailings pond’s stability under high intensity seismic load, 3D FEM model was established in this paper based on hydrological conditions, engineering geological conditions and soil dynamic three axis test results.
[2] Zhou Yangyang, Fei Weishui, Liu Wenlian, etal: Science Technology and Engineering, Vol. 10, No.11 (2010), p.2595-2600
[3] Wang Ping, Hu Zaiqiang, Tian Chunliang and Li Zhaowei: Journal of Water Resources and Architectural Engineering, Vol.8, No.1 (2010), p. 53-59
[4] Ji Yao, Ze Li and Huiyun Wang: Subgrade Engineering, Vol.2010, No.4 (2010), p.47- 49

Orifices Stress Concentration Study by Static and Dynamic Combination Loads DongQiao Liu1, 2, a, DeJian Li2, b, Xi Yu3, c, Shen Zhang1 and Lei Guan1, 2 1School of Mechanics & Civil Engineering, China University of Ming & Technology (Beijing), China 2State Key Laboratory for GeoMechanics and Deep Underground Engineering, Beijing, China 3Sinopec Engineering Incorporation, China aliudongqiao@yeah.net, blidejianbj@163.com, cyuxi@sei.com.cn Keywords: Static and Dynamic Combination Loads; Stress Concentration; True Triaxial Test Abstract: By the use of the experimental system of Impact Rockburst, which was designed by State Key Laboratory for GeoMechanics and Deep Underground Engineering, the stress concentration for orifices in a cubic gypsum specimen subjected to static and dynamic combination loads was studied.
After entering the deep rock mass engineering, it presents the high in-situ stress, high water pressure and high temperature, combined with disturbance of engineering, which is leading to engineering disasters more and more [1].
It is provide theoretical basis for analyzing surrounding rock stability of engineering.
Chinese Journal of Rock Mechanics and Engineering. 2008, 27(7): 1387-1395
Earthquake Engineering and Engineering Vibration,, 1980, 1: 97-110