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Punching Shear Strength Considering Cumulative Damage for FRP Strengthened Bridge Decks under Fatigue Loading Cheolwoo Park1, a and Jongsung Sim 2,b 1 Department of Civil Engineering, Kangwon National University, Samcheok 245-711 Korea 2 Department of Civil and Environmental Engineering, Hanyang University, Ansan 425-791 Korea a tigerpark@kangwon.ac.kr, b jssim@hanyang.ac.kr Keywords: Punching shear failure, damage index, damaged bridge deck, FRP strengthening, fatigue loading Abstract.
Charif: Plate Separation and Anchorage of Reinforced Concrete Beams Strengthened by Epoxy-Bonded Steel Plates: The Structural Engineer Vol. 66, No. 5 (1988), p.85
Roberts: Approximate Analysis of Shear and Normal Stress Concentration in the Adhesive Layer of Plated RC Beams: The Structural Engineer Vol. 67, No. 12 (1989), p.39
Sim: Punching Shear Strength of Strengthened Deck Panels with Externally Bonded Plates: Engineering Structures Vol. 26 (2004), p. 2219.

Geotechnical Engineering,J.S.E.A.S.S.E., Vol.2 (1971)151-158
[7] Yatabe, R., Yagi, N. and Enoki, M, Ring shear characteristics of clays in fractured-zone-landslide, Journal of Geotechnical Engineering, Japan Society of Civil Engineers,No.436/Ⅲ-16(1991 in Japanese)93-101
[8] Suzuki, M., Umezaki, T., Kawakami, H. and Yamamoto, T,Residual strength of soil by direct shear test, Journal of Geotechnical Engineering, Japan Society of Civil Engineers,No.645/Ⅲ-50(2000 in Japanese)37-50

Atluri, The Meshless Local Petrov-Galerkin ( MLPG ) Method for Solving Incompressible Navier-Stokes Equations, Computer Modeling in Engineering & Sciences 2 (2001) 117–142
In: Engineering Analysis with Boundary Elements. 36, 5 (2012), 738-743
In: Civil and environmental engineering scientific technical journal, 8, 1, (2012), 13-17
Masarovicova, Water-engineering construction [Vodohospodarske stavby].
Theoretical foundation of civil engineering, XXII Slovak - Polish - Russian Seminar, Žilina, Slovak Republic, Moskva, Izdateľstvo ASV, 2013, pp. 687-692.

N.S.Raman 2, b Prof.S R Khandeshwar 3, c 1Dept.of Civil Engineering, Yeshwantrao Chavan College of Engineering, Nagpur, India 2Deputy Director, National Environmental Engg.
Research Institute, Nagpur, India 3Dept.of Civil Engineering, Yeshwantrao Chavan College of Engineering, Nagpur, India aargajbhiye@yahoo.co.in, b ns_raman @neeri.res.in, ckhandeswar333@yahoo.com, Keywords: Environmental - audit, impact assessment, Predictive techniques, Eco-audits Abstract: Predictive Technique Audits, one of the types of environmental audit, is considered to have greatest potential role in strengthening the Environmental Impact Assessment practice in India.
[3] Baumer, A.R., (2010) 'Making Environmental Audits', Chemical Engineer’ 87, 101

Seismic Surface Wave Testing for Investigating the Shallow Soil Profile Siti Zuraidah Z1a*,Aziman M2,b,Ariffuddin J1,c and Mohammad Faiz L.A.1,d 1Faculty of Electrical and Electronic Engineering, University Tun Hussein Onn Malaysia 2 Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia asitizuraidahzainudin@gmail.com, baziman@uthm.edu.my, cariff@uthm.edu.my, dfaiz@uthm.edu.my Keywords: seismic surface wave, non destructive testing, surface wave Abstract.
Proceedings of the Institution of Civil Engineers Geotechnical Engineering. 119 (1996): 84-95
Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(3) (1997): 212-219 [7] Mattsson, H., Larsson, R., Holm, G., Dannewitz, N. and Eriksson, H.

Introduction As the mass concrete is widely used in civil engineering, the crack problem has always been the concern of the engineering and technical personnel of important issues.
Engineering background The project of cement clinker production line site relocation of New era LTD company is located in Shuangyashan City, Heilongjiang Province, the proposed building (structure) of cement grinding plant, limestone and other pre-homogenization silo, cement grinding equipment is relative heavier, and vibration large cracks on the basis of the control device extremely strict requirements.
The method for the control of mass concrete temperature difference between inside and outside and the cooling rate due to cracks caused by temperature has important practical significance to improve the safety of large concrete structures, ensuring the construction quality, and can effectively reduce construction costs, available other practical engineering drawing.
Trends in civil engineering.

., Ret.2b STU in Bratislava, Faculty of Civil Engineering, Department of Building Structures, Radlinského 11, 813 68 Bratislava, Slovak Republic1 STU in Bratislava, Faculty of Civil Engineering, Department of Building Structures, Radlinského 11, 813 68 Bratislava, Slovak Republic2 anton.puskar@stuba.sk1a milan.vanc@stuba.sk2b Keywords: Experimental aerodynamics, mathematical model, formulation of experimental tasks, aerodynamic experiment, implementation, experimental aerodynamic data evaluation.
This experiment phase methodics, especially in the context of global test roomes equipment and their operation organization is very individual (e. g. wind tunnesl, strength test rooms, engine test rooms, equipment test rooms) and is part of the scientific and engineering department.
Ingerpretation and the use of the aerodynamic experiment results Last sixth stage reflects the practical application of the results of aerodynamic experiment to solve the specific engineering tasks.
Rossmann,“Design and construction of a new subsonic wind tunnel,” ASME International Mechanical Engineering Congress Proceedings, MECE2003-4M853, Washington, D.C., 2003, pp. 710–715

Experimental Study on Seismic Behaviors of Improved Composite Steel Staggered Truss Structures Hong-dong RAN 1, a, Wen Xv1, b, Ming-zhou SU 1, c 1 Key Laboratory of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an University of Architecture & Technology, Xi’an, Shaanxi, China 2 XI'AN Architectural Design & Research Institute, Xi’an, Shaanxi, China aranhd@163.com, bxuwen_1971@126.com, csumingzhou@163.com Keywords: improved composite staggered trusses system; cyclic load; seismic behavior; failure mechanism Abstract.
Nuhn, “Staggered truss building system”, Civil Engineering, ASCE, November, 1969
Itani, “Seismic behavior of open-web truss-moment frames”, Journal of Structural Engineering, 1994, 120(6), 1763-1780
Itani, “Seismic-resistant special truss-moment frames”, Journal of Structural Engineering, 1994, 120(6), 1781-1797
[7] Ran Hongdong, Su Mingzhou, Hu Tianbing and Shen Lin, “An experimental study on the hysteretic behavior of composite steel staggered truss system under cyclic load”, China Civil Engineering Journal, 2009, 42(11), 55-63 (in Chinese)

Optimization of yield shear coefficient for parallel base isolation system Q Rong1, a, Y Sheng2,b 1School of civil engineering, Yantai University China 264005 2 School of civil engineering, Yantai University China 264005 arqmp@sohu.com, bysheng@163.com Keywords: Parallel base isolation; Parameter optimization; Dissipative energy scale factor; Shield shear coefficient Abstract: The optimization of yield shear coefficient for parallel base isolation system is investigated systematically.
For the reasonable selection of a design proposal for parallel base isolation, namely, the reasonable selection of isolation parameters, some scholars had made, but the research combined with specific engineering, the research systematic and conclusion universality seemed inadequate.
References [1] MC Constantinou, IG Tadjbakhsh: submitted to Computers and Structures(1983) [2] Izuru Takewaki: submitted to Earthquake Engineering and Structural Dynamics(1997) [3] Robert Sebastianelli, Mark A.
Austin: submitted to Shock and Vibration (2009) [4] JG Park, H Otsuka: submitted to Earthquake Engineering and Structural Dynamics(1999) [5] RS Jangid: submitted to Journal of Sound and Vibration (1996)

Micro-Simulation of Concrete Based on the Zero-thickness Interface Element Shengxing Wu a, Panxiu Wangb, Haitao Zhaoc and Donghui Huang Department of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, China asxwu@hhu.edu.cn, bWpanxiu@hotmail.com, chhuzhaoht@163.com Keywords: Zero-thickness interface element; Micro; Concrete.
The 3D zero-thickness element The zero-thickness element is a common contact element in the geotechnical engineering and civil engineering due to its good element sharp and applicability for FE analysis.