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A New Method to Assess Ductility of CFT Box Columns with Binding Bars under Axial Compression Yue-Ling Long1, a and Jian Cai2,b 1School of architecture, South China University of Technology, Guangzhou 510640,China 2 Department of civil engineering, South China University of Technology, Guangzhou 510640,China alongyueling@163.net, bcvjcai@scut.edu.cn Keywords: Ductility, Concrete-filled, Binding Bar, Axial compression.
[11] Lin TI, Huang CM and Chen SY: Journal of Chinse Institute of Civil and Hydraulic Engineering, Vol. 5(4) (1993), p. 377-386
[12] Kitada T: Engineering Structures, Vol. 20 (1998), p. 347-354

Parametric Selection of Dynamic Vibration Absorbers for Resonant Suppression of Structure-Absorber Systems Lin Liu1,a and Huangcheng Fang1,b 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China alliu@bjtu.edu.cn, b12231210@bjtu.edu.cn Keywords: Dynamic Vibration Absorber, Optimum Parameter, Tuning, Damping Ratio, Modal Damping.
There are numerous successful applications of DVAs in the field of civil engineering[2].
Dargush: Passive Energy Systems in Structural Engineering (Wiley, New York 1997)

Effect of Metakaolin Mixed with Fly Ash on the Strengths of Concrete Yunfen HOUa and Nan XING Department of material, Beijing University of civil engineering and architecture, Beijing, 100044, China aemail: houyunfen@163.com Keywords: Metakaolin; Fly ash; High-performance concrete; Reactive mineral additive Abstract.
References [1] Wu Tielun: China Non-metallic Mining Industry, Vol. 1, (2004) [2] Zhu Hua: Mining Engineering, Vol. 6 (2005)p. 25~26 [3] Shu Huisheng, Yuan LingChina Non-metallic Mining Industry, Vol. 6 (2002)p. 11~16 [4] Hu Haoran,Tan Wei: Civil Engineering Academic Library, Vol. 8 (2007)p. 164~166 [5] Zheng Xiaorong,Tan Weizu: China Concerte and Cement Products, Vol. 5 (2001)p. 13~14 [6] Bai Zhimin, Xiao Yiwu: Journal of the Chinese Ceramic Society, Vol. 7 (2003)p. 715~720 [7] Zheng Juhuan: Joumal of Fujian University of Technology, Vol. 6 (2007)p. 661~666

Nonlinear numerical analysis of transfer column in SRC-RC hybrid structure Qian-qian Sun1, a, Yun Zou1, b, Qiang Wang2, c 1School of Environment Civil Engineering, Jiangnan University, Wuxi Jiangsu 214122, China; 2School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168, China; asunqq_2@126.com;bzouyun@Jiangnan.edu.cn; cwangqiangsy@163.com Keywords: SRC-RC hybrid structure; transfer column; finite element analysis; bearing capacity; hysteretic performance Abstract: Nonlinear numerical analysis of the stress performance of SRC-RC transfer columns was carried out in this paper with the finite element software of ABAQUS.
Shear performance of RC columns effected by the shape steel truncated in the midway of the columns [J].Proceedings of the Japan Concrete Institute,1999,21(3):577-582 [4]WuKai, Xue Jianyang, Zhao Hongtie.Experimental study onlateral stiffness of transfer column in SRC-RC hybrid structure [J] Engineering Mechanics, 1000-4750(2012)12-0307-09

Mechanical and Dynamic Characteristics of Laminated Glass Sheets Used for Staircases Cristian Lucian Ghindea1, a, Dan Cretu1,b, Radu Cruciat1, c, Ovidiu Bogdan1,d 1Technical University of Civil Engineering Bucharest, Department of Strength of Materials, Bridges and Tunnels, Blvd.
Fig. 4 Aspects of the glass stair steps: (a) failure pattern of the tempered glass sheets, (b) failure pattern of the normal glass sheets, (c) the finished staircase References [1] Vallabhan C.V.G., Das Y.C., Magdi M., Asik M., Bailey J.R., Analysis of laminated glass units, Journal of Structural Engineering, ASCE, 119 (5) (1993), pp. 1572–1585 [2] Chopra, A.
K., Dynamics of Structures, third ed., Prentice Hall, New Jersey, 2006 [3] Cruciat R., Ghindea C., Experimental determination of dynamic characteristics of structures, Mathematical Modelling in Civil Engineering, 4 (2012), pp. 51–59 [4] Information on http://www.seismosoft.com/en/SeismoSignal.aspx

Journal of Jilin Teachers Institute of engineering and technology, 2010(4): 34-39
Beijing Institute of Civil Engineering and Architecture, 2010: 2-15
Civil engineering and building construction, 2010(3): 78-82

University Politehnica, Faculty of Civil Engineering & SSF RO, Traian Lalescu 2, Timisoara, România a radu.bancila45@gmail.com, banamaria_butisca@yahoo.com.au, cepetzek@ssf.ro Key words: welded steel constructions, steel bridges, execution classes, reliability classes, design working life Abstract: From 1st of July 2014 the use of SR-EN-1090 is mandatory.
Consequence classes CC are defined in [7], by a reliability differentiation considering the consequences of failure or malfunction of the structure (Table 1) Table 1 Consequence classes Consequence classes Description Examples of buildings and civil engineering works CC3 High consequence for loss of human life, or economic, social or environmental consequences - very great Grandstands, public buildings where consequences of failure are high (e.g. a concert hall) CC2 Medium consequence for loss of human life, economic, social or environmental consequences -considerable Residential and office buildings, public buildings where consequences of failure are medium (e.g. an office building) CC1 Low consequence for loss of human life, and economic, social or environmental consequences -small or negligible.
Băncilă “Observations regarding the introduction of the European Standard SR EN 1090 in the current practice of steel highway and railway bridges” Bulletin of the Transilvania University of Braşov • Vol. 1- 2015 , Series I: Engineering Sciences [5] Deutsche Bahn „Ausführung von Eisenbahnbrücken“DBS 918005, August 2012

Roof Structure Evaluation in Climatic Chamber Module Miloslav Bagoňa1,a, Stanislav Tóth1,b* and Richard Baláž1,c 1Technical University of Kosice, Faculty of Civil Engineering, Vysokoškolská 4, 042 00 Košice, Slovakia amiloslav.bagona@tuke.sk, bstanislav.toth@tuke.sk*, crichard.balaz@tuke.sk Keywords: Buildings Materials, Roof In Situ Measurements, Laboratory Measurements.
Measurement results of the climatic chamber module All measured data of a test roof module except for data obtained by the meteorological station were recorded in one minute intervals over duration of four winter months at the ​ Civil Engineering, Faculty of The Technical University of Kosice.
Acknowledgment This paper was created thanks to financial support from the EU Structural Funds, through the Operational Program R & D and project OPVaV-2008/2.2/01-SORO "Architectural, engineering, technological and economic aspects of the design of energy efficient buildings, codenamed ITMS: 26220220050; which is financed by EC funds.

Construction-Technical Survey of the Interspace of an Industrial Chimney PESATA Michal1,a*, PROCHAZKA Lukas1,b, BILEK Vlastimil1,c and BOHACOVA Jana1,d 1Faculty of Civil Engineering, Department of Building Materials and Diagnostics of Buildings, VSB –TU Ostrava, L.
The exact design of the repair and other measures was recommended to the owner to consult with a structural engineer.
Acknowledgement This paper was financially supported by SGS SP2020/132 project of Faculty of Civil Engineering of VSB - TU in Ostrava.

Dynamic performance of the steel tube filled with steel-reinforced concrete finite element analysis Xiao Liu1, 2,a , Min Li1,b 1 School of Architectural and Civil Engineering, Shenyang University, Shenyang, 110044,China 2 Department of Civil Engineering, Tsinghua University , Beijing , 100084,China a liuxiao19740701@sina.com, b li.min19871010@163.com Keywords: tube; steel-reinforced concrete; dynamic performance; finite element Abstract: In order to analyze the dynamic performance of the steel tube filled with steel-reinforced concrete under dynamic loading, the paper based on finite element approximation and inverse power of the iterative algorithm, used FORTUNE language to establish the structural dynamic analysis program.
Journal of bridge engineering, Vol. 9 (2004), p. 24–34