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Analytical Characterization of the Performance of Steel Heavy Clip Angle Connections Yang-Hee Joe1,a, Jae Wan Kim2,b, Jong Wan Hu3,c and Jun-Won Seo4,d 1Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea 2Masters Course, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea 3Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea 4Department of Civil, Construction, Environmental Engineering, Iowa State University, Ames, IA, U.S.A (Corresponding Author) a yhjoe@incheon.ac.kr, b jjang123654@nate.com, c jongp24@incheon.ac.kr, d jseo@iastate.edu Keywords: Finite Element (FE), Heavy Clip Angle Connection, Slip Deformation, Pretension Bolt, Prying Force Abstract.
[10] Adeeb Rahman et al: Failure Modes of Extended Shear Tab Steel Connections, ASCE, 16th Engineering Mechanics Conference

Safety of Nuclear Power Plants against the Aircraft Attack KRÁLIK Juraj1, a* 1Faculty of Civil Engineering, Slovak University of Technology in Bratislava Radlinského 11, 813 68 Bratislava, Slovak Republic ajuraj.kralik@stuba.sk Keywords: safety, aircraft, nonlinear analysis, reinforced concrete, impact, nuclear power plant Abstract.
Krejsa, Measured Data Processing in Civil Structure Using the DOProC, Method, Advanced Materials Research. 859 (2013) 114-121
First European Conference on Earthquake Engineering and Seismology, 3-8 September, Geneva, Switzerland, pp 422, 2006
Kabeláč, Study of a Nuclear Power Plant Containment Damage Caused by Impact of a Plane, International Refereed Journal of Engineering and Science (IRJES). 1 4 (2012) 48-53
Rusina, Small-sample Probabilistic Assessment - Software FReET, ICASP 9, 9th International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, USA, July 6-9, 2003, pp. 91-96

Application of Ground Penetrating Radar for Quality Detection of Tunnel Lining Fang Wang 1,a, Shaohui He 1,b, Jun Liu2,c and Falin Qi3,d 1School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China 2Beijing Municipal Group, Beijing, 100045, China 3China Academy of Railway Sciences, Beijing, 100081, China aqianlizhixing826@163.com, bheshaohui1114@126.com, cliujun01@tsinghua.org.cn, d13911253952@139.com Keywords: Ground Penetrating Radar, Non-destructive detection, Tunnel lining, Disease.
The application of GPR in civil engineering is common [1-3], especially detecting tunnel lining structure [4-8].
Some describe the principle and application of GPR，which mainly focusing on geotechnical engineering monitoring methods, determining detecting precision, and early warning mechanism [1-3].
It is an effective method to evaluate engineering quality by GPR.
[3] Caichu Xia and Guorong Pan: Monitoring technique in civil engineering (China Architecture and Building Press, Beijing 2001), in Chinese

Dept of Civil Engineering Technology, Rufus Giwa Polytechnic, Owo, Ondo State, Nigeria jumojo2006@yahoo.com Key words: Activated carbon, corn cobs, cow bones, carbonization, palm kernel shells.
Metcalf and Eddy Wastewater Engineering treatment, disposal and Reuse Tata McGraw Hill Boo Company.
A B.Sc thesis submitted to the Department of Civil Engineering O.A.U.
Department of Chemical Engineering of IIT- Bombay. (2003) 13.
Thesis, Department of Civil Engineering , Obafemi Awolowo University, Ile - Ife. (1989)

Effect of Specimen Shape and Size on Compressive Strength of Concrete Yi Che1, a, Shenglong Ban1, b, Jianyu Cui2, c, Geng Chen1, d and Yupu Song1, e 1Department of Civil Engineering, Dalian University of Technology, Dalian, China 2Department of Civil Engineering, Dalian Nationalities University, Dalian, China acheyi@dlut.edu.cn, bbanshenglong_421@163.com, cjianyucui2005@yahoo.com.cn, d346018812@qq.com, esyupu@dlut.edu.cn Keywords: Concrete; Compressive Strength; Size Effect Abstract.
Introduction The compressive strength is one of the most important engineering properties of concrete that are used in the design of concrete and concrete-based structures.
Therefore, it can be concluded that for specimens of sizes ranging between 150mm to 450mm that are commonly used in engineering practice, the MSEL and MFSL are both applicable and can predict the size effect reasonably well.
Weibull: Statistical Theory for the Strength of Materials (Swedish Royal Institute for Engineering Research, Stockholm 1939) [5] Z.P.
Civil Eng.

Shear Strength Prediction of Reinforced Concrete Deep Beams Using Strut-and-Tie Model Piyoros Tasenhod1,a and Jaruek Teerawong2,b* 1 Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen Province 40002, Thailand 2 Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen Province 40002, Thailand atasenhod_p@yahoo.com, bjaruekte@kku.ac.th, Keywords: Crack-controlling reinforcement, Shear strength, Strut-and-tie model, Failure mode.
Acknowledgement This study was conducted under financial support by Sustainable Infrastructure Research and Development Center, Department of civil engineering, Faculty of engineering, Khon Kaen University.

Student, Civil engineering, K.N.
Toosi University of Technology, Tehran, Iran 2Associate Professor, Civil engineering, K.N.
Student, Civil engineering, K.N.
Journal of Alexandria Engineering, 43(6):847-855
Hydraulic jumps in sediment-driven bottom currents, Journal of Hydraulic Engineering, 119(10):1-24

NOORFATHIAH CHE ALI1,a, YULIARAHMADILA ERFEN1,b, NURUL FAREHAH AMAT1,c ZAWANI MOHD ZAHUDI1,d and MOHD SHALAHUDDIN ADNAN1,e 1Faculty of Civil Engineering and Environmental, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja,Johor, Malaysia.
A Windows-based Program to Derive Design Rainfall Temporal Patterns for Design Flood Estimation, Bachelor Thesis, School of Engineering and Industrial Design, University of Western Sydney, Australia, 2005
[2] Institution of Engineers, Australia, Australian Rainfall and Runoff: A Guide to Flood Estimation’Eds Pilgrim, D.H., Barton, ACT. 1987
Bustami, Nor Azalina Rosli, Jethro Henry Adam, Kuan Pei Li, Development of Temporal Rainfall Pattern for Southern Region of Sarawak, UNIMAS E-Journal of Civil Engineering, Vol.3 (Special Issue) 2012, pp 17-23
H., Cordery, I. and French, R., Temporal Pattern of Design Rainfall for Sydney, Institution of Engineers, Australia, Civil Eng.

Comparison of Mechanical Properties of Fly Ash Artificial Geopolymer Aggregates with Natural Aggregate Alida Abdullah1, 2, a, Ku Amirrul Rahman Ku Yin2, b, Mohd Mustafa Al Bakri Abdullah1, 2, c, Kamarudin Hussin1, 2, d, Mien Van Tran3,e 1Faculty of Engineering Technology (FETech), Universiti Malaysia Perlis (UniMAP), Aras 1, Blok S2, UniCITIAlam, 02100, Sungai Chuchuh, Padang Besar, Perlis, Malaysia. 2Center of Excellence Geopolymer and Green Technology, School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), 01007, P.O Box 77, D/A PejabatPosBesar, Kangar, Perlis, Malaysia. 3Faculty of Civil Engineering, Ho Chi Minh City University of Technology, Vietnam Email: aalida@unimap.edu.my, b stprianz@yahoo.com, cmustafa_albakri@unimap.edu.my, dvc@unimap.edu.my, etvmien@hcmut.edu.vn Keywords:Geopolymer, artificial aggregate, impact, specific gravity, water absorption, fly ash.
American Journal of Civil and Structural Engineering, 1(2), 18-22
Key Engineering Materials, (594-595), 985-989
International Journal of Civil and Structural Engineering, 2(2), 493-501

The biggest RE value is 1.87%, the results can be accept in civil engineering, and this also indicates that the proposed pre-stress identification method is correct in theory.
From the numerical simulated results, we can draw the conclusions as follows: The proposed pre-stress identification method is correct in theory, and the identified accuracy is enough in civil engineering.
Structural Engineering and Mechanics.
Structural Engineering and Mechanics.
Journal of Engineering Mechanics, ASCE, Vol.127(2001), p.136-148