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Fatigue Investigation of High-Strength Concrete Members Reinforced with CFRP Hong Hai 1,a, Li Sun 1,b,Yinghua Zhao 2,c 1 Department of Civil Engineering, Shenyang Jianzhu University, 110168, China 2Road＆Bridge Research Institute, Dalian Maritime University,116026,China acehhai@sjzu.edu.cn , bsunli2001@hotmail.com, cyhzhao@newmail.dlmu.edu.cn Keywords: CFRP, High-strength concrete member, Shear test, Fatigue behavior Abstract.
The high-strength concrete has been widely used and made significant technical and economic benefits because of its high strength, good durability, small deformation, etc., it can meet the requirement of large span, over loading and high-rise development of modern engineering structures .
:Journal of Jilin University (Engineering Edition), Vol. 36(1) (2006), p. 53-55.
:Civil Engineering Journal, Vol. 38 (9) (2005), p. 32-36.
:Engineering Mechanics, Vol. 25(8) (2008), p. 200-204.

Experimental Study and Finite Analysis on Flexural Capacity of Laminated Glass Jun Chen1,a, Jia Lv2,b, Qilin Zhang2,c, Zhixiong Tao2,d, Jun Chen3,e 1China Airport Construction Group Corporation of CAAC, Beijing, 110101, China 2School of Civil Engineering, Tongji University, Shanghai, 200092, China 3East China Architectural Design & Research Institute Co., Ltd, 200002, China achenjun820513@163.com, bcivillv@126.com, czhangqilin@mail.tongji.edu.cn, dzhixiongtao@163.com, ecj9104@ecadi.com Keywords: Bearing Test; Numerical Simulation; PVB Film; Laminated Glass.
Acknowledgements The authors would like to acknowledge the National Natural Science Foundation of China (Grant No. 50978195), and Kwang-Hua Fund for College of Civil Engineering, Tongji University.
Failure mechanisms and residual capacity of annealed glass/SGP laminated beams at room temperature, Engineering Failure Analysis, Vol. 16 (6)(2009), p.1866-1875
Ansys Numerical analysis for engineer structure: China Communications Press, (2007).
Technical code for glass curtain wall engineering: China Construction Industry Press, (2003).

Researches on the Structural Influencing Coefficient of Steel Frames under Different Sites based on the Energy Concept HJ Jia1, a H Dai1, b RQ He2, c 1 civil engineering college, Southeast university, Nanjing, Jiangsu 215000 China 2 School of Civil Engineering, SUST, Suzhou 215011, China a274604003@qq.com, b handai@hotmail.com, c hrquansuzhou@163.com Keywords: The earthquake effect, Structural Influencing Coefficient, Incremental dynamic analysis, Site-type, Energy method.
Houser & hall thought the elastic-plastic system total input energy was evaluated by the elastic-perfectly input energy,and the error was in the engineering allowable range.
Engineering Example Fig. 1 Planar Graph This is steel frame structure;story height is 3.6 m;and vertical and horizontal cross is 6 m;layout is as shown in fig. 1.
Natural seismic waves in this paper all downloaded at the Pacific Earthquake Engineering Research Center website of the University of California (Berkeley).

Methods Appropriate for Determination of the Prescribed Reinforcement of the Elements of Reinforced Concrete Structures - Nowadays Used Methods ANTON Ondřej1,a, KOMÁRKOVÁ Tereza2,b*, HEŘMÁNKOVÁ Věra3,c 1,2,3Faculty of Civil Engineering, Brno University of Technology, Veveří 95, Brno, Czech Republic aondrej.anton@vutbr.cz btereza.komarkova@vutbr.cz cvera.hermankova@vutbr.cz Keywords: Reinforcement of the concrete, NDT methods, georadar, profometr.
Considering the fact that the structural engineer counted on the reinforcement to prevent the deflection of the structure, in case the deflection was proven, the structural engineer insisted on creating another plate 100 mm high coupled with the existing one.
IOP Conference Series: Materials Science and Engineering. 2017, 9(246), 2-9.
Journal of Materials in Civil Engineering [online]. 2003, 15(3), DOI: 10.1061/(ASCE)0899-1561(2003)15:3(287)

Numerical Simulation on the Aerodynamic Characteristics Effect of Ribs Acting on the Cooling Tower HARAZIM Petr1, a *and VRÁBLÍK Lukáš1,b 1Faculty of Civil Engineering, Department of Concrete and Masonry Structures, Czech technical university in Prague, Thákurova 7, 166 29 Praha 6 - Dejvice apetr.harazim@fsv.cvut.cz, blukas.vrablik@fsv.cvut.cz Keywords: external surface wind ribs, natural draught cooling tower, wind pressure load Abstract.
Handbook of structural engineering: Cooling Tower Structures. 2nd ed.
In: Wind Engineering 1983.
[5] VGB Guideline, 2005, Structural Design of Cooling Towers, VGB-Technical Committee, "Civil Engineering Problems of Cooling Towers", Essen, Germany
Journal of wind engineering and industrial aerodynamics. 1982, č. 10, s. 343-360

Monitoring Vibrating Structures Using PZT Impedance Transducers Aiwei Miao1 and Yaowen Yang2 School of Civil and Environmental Engineering, Nanyang Technological University 50 Nanyang Avenue, Singapore 639798 1 miao0009@ntu.edu.sg, 2 cywyang@ntu.edu.sg Keywords: PZT, electromechanical impedance, structural health monitoring, vibration Abstract Electromechanical impedance (EMI) technique using lead zirconate titanate (PZT) transducers has been increasingly applied to structural health monitoring (SHM) of aerospace, civil and mechanical structures.

The Risk Assessment and Control Technology to Engineering Schedule Wang Xiao-yan 1,a , Liang Ting 1,b and FAN Shao-yan 2,c awannxy@163.com, b402275323@qq.com ,c249373419@qq.com 1 School of Civil Engineering, Chang’an University, Xi’an, China 2 College of Urban and Environment Science, Northwest University, Xi’an，China Keywords: engineering construction; scheduled plan; indeterminacy factors; risk assessment; risk control Abstract.
In addition, the targets and schedule of construction are generally based on engineering theory and construction experience.
Comprehensive grading method is commonly used and it is easy to calculate and be promoted in engineering practice.
Dynamic Analysis on Project Risk Control, Architectural Engineering Journal of Shenyang Institute. 1998, 4, 14(2)
Systematic Engineering Theory and Practice. 1996 (8)

Samaradivakara, former research coordinator and current Head of the Earth Resources Engineering Department for their guidance and immense support in carrying out this successful research project.
References [1] Jayasinghe C, Alternative Building Materials and Methods for Sri Lanka, Ph.D Thesis, Dipartment of Civil Engineering, University of Moratuwa, Sri Lanka 1999
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Rocking Mechanism of Masonry Portals with Circular Arches Marco PIEDIGROSSI1,a*, Simona COCCIA2,b and Fabio DI CARLO3,c 1 University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, via del Politecnico 1, 00133 Roma, Italy 2 Assistant Professor, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, via del Politecnico 1, 00133 Roma, Italy 3 Postdoctoral Fellow, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, via del Politecnico 1, 00133 Roma, Italy apiedigrossi.marco@gmail.com, bcoccia@ing.uniroma2.it, cdi.carlo@ing.uniroma2.it Keywords: limit analysis, no tension material, rocking, portals, circular arch.
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Introduction Recently, with the demand for light-weight and stronger materials increasing, composite structures like panels have been used widely in many engineering fields such as the civil engineering.
It is notable that Ma et al. proposed a series of simplified mathematical models, in order to find the solution to some practical problems in civil engineering, e.g. local buckling phenomenon of skin sheets in composite panels [15, 16, 25-27].
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Ma, Frontiers of Architecture and Civil Engineering in China 5(3) (2011) 335-343.