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Finite Element Analysis of Ultimate Load-Carrying Capacity of CFST-CSW Arches Jing Gao1,a, Baochun Chen2,b 1 Department of Civil Engineering, Xiamen University, Xiamen, China 2 College of Civil Engineering, Fuzhou University, Fuzhou, China, agaojing@xmu.edu.cn，bbaochunchen@fzu.edu.cn Keywords: Arch, CFST-CSW structure, load-carrying capacity, finite element analysis Abstract.
Chen: Journal of Architecture and Civil Engineering, Vol. 25(4), 2008, p. 47.
Wei: Engineering Mechanics, Vol. 24(12) (2007), p.19.

Cementitious Composites Using Recycled Waste Attila Puskás1, a, Ofelia Corbu1,b, Sandu Andrei Victor2,4c and Mohd Mustafa Al Bakri ABDULLAH3,4,d 1Faculty of Civil Engineering, Technical University of Cluj-Napoca, Romania 2 Gheorghe Asachi Technical University of Iasi, Faculty of Materials Science and Engineering, Blvd.
Mangeron 41, 700050, Iasi, Romania 3Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP), 01007, P.O Box 77, D/A Pejabat Pos Besar, Kangar, Perlis, Malaysia 4Center of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis, 01000 Kangar, Perlis, Malaysia aattila.puskas@dst.utcluj.ro, bofelia.corbu@staff.utcluj.ro, csav@tuiasi.ro, dmustafa_albakri@unimap.edu.my Keywords: C&D waste, textile waste, recycling and recovery, cementitious composites, mechanical characteristics.
Cementitious composite with recycled aggregates might be a construction material incorporating important quantities of recycled aggregates from mineral waste, with possible application for road and civil infrastructure.
Recycled aggregates obtained from C&D waste Cementitious composite with recycled aggregates and textile waste might be a construction material for road and civil infrastructure, incorporating important quantity of waste from construction and demolition waste and waste from the textile industry.

Arup Guha Niyogi3,c 1PG Student, Civil Engineering, Jadavpur University, India 2Assistant Professor, Civil Engineering, Jadavpur University, India 3Professor, Civil Engineering, Jadavpur University, India aer.amitpaul@gmail.com, bpalsreyashi@gmail.com, cagn_ju@yahoo.com Keywords: Sandwich plate, first order shear deformation theory, free vibration, finite element method Abstract.
Sheikh, Vibration of Laminate-Faced Sandwich Plate by a New Refined Element, Journal of Aerospace Engineering 17 (2004) 123–134

Transit travel demand analysis method based on APTS multi-source data Jun Chen1, a, Xiaohua Li 2, band Ma Lan3, c 1, 2, 3 School of Civil Engineering, Xi’an University of Architecture & Technology, Shaanxi, China achenjuntom@126.com, blixiaohua1216@126.com,cmalansmile2020@163.com Keywords: Advanced Public Transportation Systems (APTS), travel demand, Multi-source data, data mining.
Chen, in: China Civil Engineering Journal, Vol.37(2004), p.105(In Chinese) [3] J.
Yang, in: Journal of Transportation Systems Engineering and Information Technology, Vol.13 (2013), p.76(In Chinese) [4] J.
Wilson, in: Computer-Aided Civil and Infrastructure Engineering, Vol. 22(2007),p.376 [8] J.M.

Feasibility Study of Using Desulphurization Slag as Binder Material for Concrete Mixing Her-Yung Wang1,a, Tung-Tsan Chen2,b* 1Department of Civil Engineering, National Kaohsiung University of Applied Sciences, Kaohsiung 807, Taiwan, R.O.C., Tel: +886-7-3814526 ext.5237, Fax: +886-7-3961321. 2Department of Civil Engineering and Engineering Management, National Quemoy University, No.1 University Rd., Kinmen County, 892, Taiwan, R.O.C., Tel: +886-8-2313352, Fax:+886-8-2313354.
Yu: Engineering Plan of Field Simulation Placement and Follow-up Observation on Desulphurization Slag and Furnace Slag as Earth Filling Material in Civil Construction Project.

Axial Compression Test of RC Columns Consolidation with BFRP Baorong HUO 1,a, Xiangdong ZHANG 2,b 1.College of Architectural and Engineering ,Shenyang University, P.R.China, 110044 2.College of Civil Engineering and Traffic,LiaoningTechnicalUniversity, P.R.China 123000 aweizengkui888@163.com,bzhxd2008@yahoo.com.cn Keywords: BFRP, RC column, Axial compression.
It is of great significance on improving the theory of the fiber composite material reinforcing RC and better guiding the engineering practice.
Journal of Civil Engineering,2002,35(3):13-19.

The Seismic Frequency Response Function Calculation of Multi-span Simply Supported Girder Bridge Qingqing Ma1, a, Hongru Zhang2,b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing, China 2 School of Civil Engineering, Beijing Jiaotong University, Beijing, China aapril41.ma@gmail.com Key words: multi-span simply supported girder bridge, Fourier transform, seismic frequency response, transfer matrix principle Abstract.
This method simplified the calculation of structural random response and realized the relevant practical engineering design in the effect of the random earthquake.
This method simplified the calculation of structural random response and realized the relevant practical engineering design in the effect of the random earthquake Fig. 1 Calculating diagram.

Determination of Performance Status for RC Members Haitao Wan1, a and Lili Zhou2, b 1School of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China 2Xinxiang Radio & Television University, Xinxiang 453000, China awht110119040@163.com, bzll6219322@163.com Keywords: reinforced concrete (RC) members; yield status; ultimate status; methods.
Li, Earthquake Engineering and Engineering Vibration, 1 (2003) 178-83
Zhang, China Civil Engineering Journal, 1 (2005) 45-50

Experiment study on dynamic characteristics of unbounded prestressed concrete beams Fengge Li 1, a, Rong Li 2,b 1,2 School of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010,P.R.China alfg0626@sohu.com, bliuqiaoe74@163.com Keywords: unbonded prestressing, concrete beams, frequency, vibration mode, dynamic characteristics.
Introduction Prestressed concrete structure has been widely used in civil engineering.
Acknowledgements The research work presented in this study is financially supported by Inner Mongolia Natural Science Foundation under grant No. 2010MS0718 References [1] Saiidi M, Douglas B and Feng S: Journal of Structural Engineering, Vol.120 (1994), p 233-241
Grace and Brian Ross: Journal of Structural Engineering, Vol.122 (1996), p 643—650

Dynamic analysis of frame-support-wall structure with openings on floor Yanxia Ye1,a,Jing Zhao2,b 1School of civil engineering, Chang’an University, Xi’an, Chinese, 710061 2Shanghai sunyat architecture design CO.
In order to meet the users demands of multifunction and comfortable, frame-support-wall structure is widely used in civil engineering.
[3]Bertero R D, Vertero V: Performance-based seismic engineering:the need of a reliable conceptual comprehensive approach.Earthquake Engineering & Structural design Dynamics, Vol.31(2002), p 627-652.