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Test and Analysis on Cracking Resistance Property of FQQB System Fenghua Zhaoa and Aaihua Liub Department of Civil Engineering, Changzhou Institute of Technology, Changzhou 213002, China azhaofh@czu.cn, bLiuah@czu.cn Keywords: Fabric-Reinforced.
Introduction On the basis of introduced American wire frame sandwich panels, with cooperation between Voices of China International Enterprise Ltd. and Tianjin University in production, academic and research from basic theory research to production and then engineering practice, FQQB, in other words, light-weight composite wall panel, is a new type of building component and complete applied technology, which is integrated with loading (enclosure), insulation and sound-proofing.
The third test specimen B.3 it is bonded with 5 mm decorative laminate and fabric on the tension surface, which is to the aim of dissecting anti-cracking phenomenon according to the development of crack on decorative laminate and covering the fabric to the aesthetic effect in practical engineering.
Application of CS Panel Construction System in Civil Steel Structure.
Application of CS Panel Construction System in Civil Steel Structure.

Tamimi1,c 1Department of Civil Engineering, American University of Sharjah, Sharjah, UAE arhaweeleh@aus.edu, bjabdalla@aus.edu, catamimi@aus.edu Keywords: Reinforced Concrete beam, CFRP, Flexural strength, Cyclic loading, external strengthening systems Abstract.
Introduction Many innovative ideas and materials have been introduced in the last few years to aid engineers to design strong and ductile structures as well as retrofit aging ones.
Their well known advantageous i.e. high strength to weight ratio as well as resistance to electro-chemical corrosion favors their use within the civil engineering applications.
Acknowledgement The authors acknowledged the technical support and materials provided by Sika, UAE, and the help provided by the following civil engineering senior students: Mr.

Study on Seismic Performance of Light Wall Modular Composed of Oriented Structural Straw Board and Tennon-and-mortise Connection Frame Qifang Xie1,2,a，Haibei Xiong1,b，Xilin Lu1,c 1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China; 2School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, China axieqfgh@xauat.edu.cn, bxionghaibei@tongji.edu.cn, clxlst@tongji.edu.cn Key words: light wood frame structure; wall; oriented structural straw board (OSSB); tennon-and-mortise connection wood frame (TMCWF); seismic performance Abstract: A developed light wall composed of oriented structural straw board (OSSB) and tennon-and-mortise connection wood frame (TMCWF) was introduced.
Detail sizes of specimen SPB2～SPB7 Test Setup and Layout of Measurements The specimens were tested at the state key laboratory of disaster reduction in civil engineering of Tongji University.
Journal of Structural Engineering, 2008, 134(8):1353-1363

Spatial analysis of vehicle-bridge coupled vibration response between curved continuous rigid-frame bridge and motor vehicle Ying Shi1, a, Shanting Fang1,b , Qingyong Tian2,c and Wei Chen1,d 1College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310012, China 2Depatment of Inspection, Shanghai Tonghao Civil Engineering Consulting Co.
Journal of civil engineering, 1999, (4): 33236.
Dynamic Response of a Curved Bridge Under Moving Truck Load[J ] .Engineering Structures ,2002(24) :128321293

Introduction The glass fiber reinforcement plastic (GFRP) bars are widely used in structural engineering as reinforcement of concrete structures.
El-Salakawy, Bond Strength of Glass FRP Bars in Concrete Subjected to Freeze-Thaw Cycles and Sustained Loads, Proc. of CICE 2010 - The 5th International Conference on FRP Composites in Civil Engineering, September 27-29, 2010 Beijing, China
El-Salakawy, Effect of fatigue loads on the bond strength of glass FRP bars to concrete Proc. of Annual Conference - Canadian Society for Civil Engineering 2, 2010, pp. 1018-1027
Advances in Civil Engineering and Building Materials. 2nd Int.

Dynamic Characteristics Research in Frame Structures Subjected to Vertical Vibration Zhihua Nie1, a, Hongbing Liu2,b and Kai Liu3,c 1,3 Department of Civil Engineering, Nanchang Institute of Technology, Nanchang, Jiangxi, 330099, China 2 School of Mechanics and Civil & Architecture, Northwestern Polytechnic University, Xi’an, Shanxi, 710129, China ancnzh@163.com, blhb@nwpu.edu.cn, ckkk417@163.com Keywords: frame structures, vertical vibration, series-parallel-connection model, natural frequency zone Abstract.
So it should be up to the mustard that the number of superposition of vibration mode should be chosen as either 2(m+1) or 3(m+1), while the m means the number of structural span, and the results could afford civil engineering designs.
Vol. 17(2000), p. 11 [5] Lian Yeda, Zhang Xun’an and Sheldon Cherry: Earthquake Engineering and Engineering Vibration.

Effect of Oxygen Ions Diffusion on Steel Corrosion in Concrete Bai Junying1b ，Ai Hongmei 1a and Lu Puguang1c 1School of Civil Engineering, Dalian University of Technology, Dalian, P R China,116024 aahmei@dlut.edu.cn ,b370571516@qq.com ,c394719209@163.com Keywords: concrete; oxygen ions; oxygen diffusion coefficient; steel corrosion rate Abstract.
Ditao Niu, who is the professor of the Xian Jian Zhu University, based on a large number of the investigation about actual engineering, by contrast between the theory analysis and the experience model, set up the relation between the carbon dioxide diffused in concrete and the concrete compressive strength.
[3] Arnon Bentur, Sidney Diamond, Neal Steven Berke: Steel corrosion in concrete:fundamentals and civil engineering practice.
[6] Arnon Bentur, Sidney Diamond, Neal Steven Berke: Steel corrosion in concrete: fundamentals and civil engineering practice.Published by E & Spon, an inprint of Chapman & Hall,2–6 Boundary Row, London SEI 8HN,UK.pp.34–37

Effect of Geotextile Encapsulation on Lime Column Axial Stress in Pontain Marine Clay Siaw Yah Chong1, a, Khairul Anuar Kassim2,b* and Kenny Tiong Ping Chiet1,c 1PhD Candidate, Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia. 2Professor, Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia acsyah84@yahoo.com, bkanuar@utm.my, ckennytiongpc@gmail.com Keywords: Marine clay; lime column; geotextile encapsulation; consolidation; stress-strain curve Abstract.
Xiang:Research on the mechanism of load transfer for cement-soil piles, Chinese Journal of Civil Engineering. 35(5) (2002) 82-86
Kassim: Consolidation Characteristics of Lime Column and Geotextile Encapsulated Lime Column (GELC) Stabilized Pontian Marine Clay, The Electronic Journal of Geotechnical Engineering. 19 Bund A (2014) 129-141.

French engineers (especially in France and Canada) play an important role in developing high performance concretes and related codes.
The Association of French Civil Engineers (AFGC) has published the further developed version of its Recommendation for UHPFRC in 2013 [9].
Fehling: Influence of the granulometry and the water content on the strength and density of cement stone, Kassel University, Structura Materials and Engineering Series, Nr. 12, Thomas Teichmann Press (2008) (in German) [5] fib: Constitutive modelling of high strength/high performance concrete, International Federation for Structural Concrete (fib), Lausanne, Switzerland, fib Bulletin 42 (2008) [6] fib: fib Model Code for Concrete Structures 2010 (MC2010), International Federation for Structural Concrete (fib), Lausanne, Switzerland, published by Wiley-Ernst&Sohn (2013) [7] F.
[9] AFGC : Ultra High Performance Fibre-reinforced Concrete, Recommendations – Revised Edition, Association Francaise de Génie Civil (2013), 358 p
[11] JSCE Concrete Library International: Recommendations for Design and Construction of High-performance Fiber-reinforced Cement Composite with Multiple Fine Cracks (HPFRCC), Japan Society of Civil Engineers (2008) [12] Y.

Dynamic Properties of Coupled Train-Bridge Interaction System Xuetong Si1, a, Kejian Chen2,b and Wenhua Guo3,c 1,2 China Railway Eryuan Engineering Group Co.
China 1,3 School of Civil Engineering, Central South University, Changsha, Hunan, P.R.
Conclusions 1) The spatial beam-plate model and spatial grillage model are built respectively by use of commercial software Midas/Civil and self-developed program MULIBRITIN and their dynamic properties are analyzed correspondingly.
Acknowledgements This work was financially supported by Postdoctoral Research Fund (No.14126191) of Faculty of Scientific Research of China Railway Eryuan Engineering Group Co.
Train-Track-Bridge Dynamic Interaction: Theory and Engineering Application. 2011.