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Pseudo-dynamic Test Analysis of Space Steel Frame with T Steel Connection Xinwu Wang 1,a ,Changjiao Hu 2,b 1 Department of Civil Engineering, Luoyang Institute of Science and Technology, 471023, China 2 School of Civil Engineering,Henan University of Science and Technology,471000, China a wxw197100@sina.com,b1246686577@qq.com Keywords: Pseudo-dynamic test;T steel connection; Steel frame;Seismic performance Abstract.The pseudo-dynamic test on the space steel frame with T steel connections was carried out.The dissertation focused on the analysis of the strain,the nodal displacement,the displacement response and the load feedback of the steel frame and discussed the seismic performance of steel frames with T steel connection which could supply the test basis in perfecting the design of steel structure for our country.
The 2nd National conference on modern structural engineering [C],20-22(2002)

Research on Fire Performance of a Profiled light aggregate Concrete Composite Floor Yao Ji1,a, Xintang Wang2,1,b,Ming Zhou2,c and Hongliang Sun2,d 1 College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 710055 2 Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, China 315211 ayy196878@126.com, bwxt196322@126.com, czhouming1426@163.com, djackeay@163.com Key words: Fire performance, Experimental study, Lightweight aggregate, Composite floor Abstract.
References [1] Guo-qiang Li, Lin-hai Han and Guo-biao Lou, in: Fire Resistant Design of Steel and Steel-Concrete Composite Structures, edited by China Architecture & Building Press, Peking (2006) (In Chinese) [2] Shouchao Jiang, in: Research on Fire Resistant Theory and Experiment of Steel-Concrete Composite Floor, edited by Doctoral Dissertation, Tongji University (2001) (In Chinese) [3] Xiaodong Li, Yuli Dong and Ligang Chen: Building Technology Vol.35 (2004), p.252 (In Chinese) [4] Yankun Zhang, Haijiang Jin and Xiaoruan Song: Proceedings of the Sixteen National Conference on Structural Engineering (2007), p.238

Curing Strength Monitoring of Early-age Concrete based on Velocity of Guided Wave using Embedded Plate-type PZT Sensor Module Ju-Won Kim1,a,Eunseok Shin1,b,Changgil Lee2,c,*Seunghee Park2,d, and Seokinn Hong3,e 1Dept. of u-City Design & Engineering, Sungkyunkwan Univ., Suwon 440746, Korea 2Dept. of Civil & Environmental Engineering, Sungkyunkwan Univ., Suwon 440746, Korea 3Dept. of Disaster Prevention, Daewoo Institute of Construction Technology, Suwon 440210, Korea amalsi@nate.com, besgo007@lycos.co.kr, ctolck81@gmail.com, d,*shparkpc@gmail.com, eseokinn.hong@daewooenc.com Keywords:Curing Strength Monitoring, Early-age Concrete, Guided Wave, Embedded Steel Plate-type PZT Sensor Module, Regression Analysis Abstract.In this study, a guided wave based nondestructive curing strength monitoring method is proposed to monitor the curing strength of the early-age concrete.
Ha: KSCE Journal of Civil Engineering, Vol. 14, No. 6 (2010) p. 889-895

Experimental Modal Analysis of the Footbridge across Vltava River in Prague Damaged by Flood in June 2013 POLÁK Michal1, a *, PLACHÝ Tomáš1,b and MÁCA Jiří1,c 1Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, CZ – 166 29, Prague, Czech Republic apolak@fsv.cvut.cz, bplachy@fsv.cvut.cz, cmaca@fsv.cvut.cz Keywords: damage, flood, footbridge, experimental modal analysis, natural frequencies, natural modes Abstract.
Plachý, Dynamická zatěžovací zkouška stávající lávky pro pěší přes řeku Vltavu v Praze – Troji (in Czech) (Dynamic Load Test of an Existing Footbridge across Vltava River in Prague - Troja ) – expert report, Czech Technical University in Prague Faculty of Civil Engineering, Prague, 2010
Horák (Eds.), Proceedings of the 50th Annual Conference on Experimental Stress Analysis (EAN 2012), Czech Technical University in Prague Faculty of Mechanical Engineering, Prague, 2012, pp. 327 - 332.

Pore Distribution and Water Vapor Diffusion Parameters of Lime Plasters with Waste Brick Powder ČÁCHOVÁ Monika1,a *, KOŇÁKOVÁ Dana1,b , VEJMELKOVÁ Eva1,c , POLOZHIY Kirill1,d and ČERNÝ Robert1,e 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic amonika.cachova@fsv.cvut.cz, bdana.konakova@fsv.cvut.cz, ceva.vejmelkova@fsv.cvut.cz, dkirill.polozhiy@fsv.cvut.cz, ecernyr@fsv.cvut.cz Keywords: Lime plaster, brick powder, basic physical properties, water vapor transport parameters.
Cement-lime plasters were used for the common application in civil constructions since Fifties.
References [1] Monika Čáchová, Eva Vejmelková, Martin Kppert, Robert Černý, Influence of Finely Ground Brick on Hydric Properties of Lime Plasters, 4th European Conference of Mechanical Engineering, Paris, France, October 2013, ISBN: 978-960-474-345-2, pp. 117 – 121 [2] Monika Čáchová, Eva Vejmelková, Martin Keppert, Robert Černý, Thermal properties of plaster with a content of a finely ground brick, 4th International Conference on Fluid Mechanics and Heat & Mass Transfer, Duborvnik June 2013, ISBN: 978-960-474-307-0, pp. 123 - 127 [3] Monika Čáchová, Properties of plasters with content finely ground brick, Diploma thesis, CTU in Prague, Prague 2013 [4] Kumaran, M.

Web-based Information System for Cladding Industry Qiang Du1,a, Stephen Ledbetter2,b and Rui Yang3,c 1School of Civil Engineering, Chang’an University, Xi’an, 710061, China 2Centre for Window and Cladding Technology, Bath University, Bath, BA2 7AY, UK 3 School of Economics and Management, Chang’an University, Xi’an 710064, China aQ.Du2000@gmail.com, bslinuka2@gmail.com, clyyangrui@hotmail.com Keywords: web-based, information system, cladding, building façade, construction Abstract.
Information provided by a structural engineer may not be relevant to a cladding designer.
Tserng, et al., Mobile Construction Supply Chain Management Using PDA and Bar Codes, Computer-Aided Civil and Infrastructure Engineering, 20 (2005) pp.242-264.

., Qingdao, China, 266042 2School of Electrical and Information Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China, 100044 3Shandong University of Science and Technology, Qingdao, China, 266590 aliweijie110@yahoo.com.cn, bwxhbucea@yahoo.cn, cwentianxue2003@163.com, dwjhust10@163.com Keywords: PV, islanded operation, constant voltage regulation, inverter Abstract.
Acknowledgements This work was financially supported by Science Research Fund of Beijing University of Civil Engineering and Architecture and Foundation for Beijing municipal Talents.

Research for the Load Method of the Metro Lining Segment Lixin Li a, Jilong Liu b School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China a273956245@qq.com, bliu273956245@163.com Keywords: shield tunnel; loading method; lining segment; reinforcement ratio Abstract: Bearing capacity tests of three reinforced concrete lining segments were carried out.
It can provide a reference for the lining structural design and the practical application and engineering.
American Society of Civil Engineers (1995) [7] Fu He: Carbon fiber and application technology, Beijing: Chemical Industry Press (2004) [8] GB50204-2002 Code for acceptance of constructional quality of concrete structures, Beijing: China Building Industry Press (2002) [9] Meihua Feng:Design and Calculations of Segment of Tunnel Bored byLarge-diameter Shield, Tunnel Construction (2011) [10] Jun Peng: Discussion and Analysis of Segment Design for Shield Tunneling, Journal of East China Jiaotong University (2011)

Automatic Identification of Fundamental Frequency for Tied Arch Bridge Suspender Tension Monitoring Yi Li1,a, Yi-Qiang Xiang2,b and Bao-Chun Chen3,c 1HYDROCHINA Huadong Engineering Corporation, Hangzhou, China. 2Department of Civil Engineering, Zhejiang University, Hangzhou, China. 3Department of Civil Engineering, Fuzhou University, Fuzhou, China.

Research of Mechanical Design of Corner Joints in Gabled Frames Yu Wang 1, a, GuoMeng Xu 1, b, and Yongjun Liu 1, c 1 College of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China P.R.
Introduction The structure of gabled frames is the most widely used structure in single industrial house and single large-span civil building at home and abroad.
Advances in Structural Engineering, 2005, 8(2):143-156
[5] Haifeng Zhao, Di Jiang: ANSYS8.0 Instance Analysis of Engineering Structure .China Railway Publishers, Beijing, 2004