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Online since: October 2009
Authors: Costas P. Providakis
Fiber-reinforced polymer (FRP) composites have been widely used to strengthen existing
structurally deficient civil infrastructures as an alternative to traditional heavy steel plate bonding
techniques.
Inman: Impedance-based health monitoring of civil structural components, J.
Providakis: Electro-mechanical admittance-based damage detection using extreme value statistics, Key Engineering Materials Journal 385-387, (2008), pp. 561-564 [5] MATLAB, The Mathworks Inc.
Voutetaki: PZT control of edge debonding in dynamically loaded concrete structures strengthened with composite materials in Proceedings of COMPDYN2009: ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering edited by M.
Inman: Impedance-based health monitoring of civil structural components, J.
Providakis: Electro-mechanical admittance-based damage detection using extreme value statistics, Key Engineering Materials Journal 385-387, (2008), pp. 561-564 [5] MATLAB, The Mathworks Inc.
Voutetaki: PZT control of edge debonding in dynamically loaded concrete structures strengthened with composite materials in Proceedings of COMPDYN2009: ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering edited by M.
Online since: August 2015
Authors: Nikol Žižková, Patrik Bayer
Determination of Compressive Strength of Cement and Polymer-Modified Cement Pastes with Pozzolans
ŽIŽKOVÁ Nikol 1, a * and BAYER Patrik 2, b
1 Brno University of Technology, Faculty of Civil Engineering, Department of Building Materials and Technologies, Veveří 95, 602 00 Brno, Czech Republic
2 Brno University of Technology, Faculty of Civil Engineering, Department of Chemistry, Veveří 95, 602 00 Brno, Czech Republic
azizkova.n@fce.vutbr.cz, bbayer.p@fce.vutbr.cz
Keywords: cementitious paste, polymer-modified pastes, pozzolans.
Online since: October 2012
Authors: Jian Bin Chen, Guo Liang Zhang, Li Wei Mo, Jun Zhe Liu, Zhi Min He
Research on influence of fly ash on the the microstructural characteristics of sea sand concrete
Guoliang Zhang 1,a, Jianbin Chen1,b, Liwei Mo1,c, Junzhe Liu1,dand Zhimin He1,e
1 School of Civil Engineering, Ningbo University, Ningbo, Zhejiang China
a adam3731787@yahoo.com.cn, b Pretty19878018@163.com, c498189431@qq.com,
d liujunzhe@163.com,e hezhimin@163.com
Keywords: fly ash, sea sand, concrete, microstructural characteristics
Abstract.
Journal of materials in civil engineering, (4):107-115(2004)
Journal of materials in civil engineering, (4):107-115(2004)
Online since: October 2011
Authors: Xin Tang Wang, Hong Liang Sun, Ping Xin Sun
Research on Fire Behaviour of a Lightweight Aggregate
Concrete Composite Floor
Hongliang Sun1,a,Xintang Wang1,2,b and Pingxin Sun1,c
1 Faculty of Architectural, Civil Engineering and Environment, Ningbo University,
Ningbo, China 315211
2 College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 710055
awxt196322@126.com, byy196878@126.com, cjackeay@163.com
Key words: Lightweight aggregate, Fire behaviour, Experiment, Composite floor
Abstract.
Online since: September 2013
Authors: Jian He Xu, Jian Mei He
Study on the characteristics of traditional local building materials in southern Hunan areas
Jianhe Xu 1, a, Jianmei He2,b
1School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha (410004), P.R.China
2School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha (410004), P.R.China
a293429100@qq.com (corresponding author), bhejmhejmhejm@126.com
Keywords: Ventilation; Sunshade; Thermal behavior; Traditional dwellings; Low carbon emission
Abstract.
Online since: February 2016
Authors: Pavel Klapálek, Michal Šejnoha, Lenka Melzerová
Creep of GLT beams during four-point bending test
MELZEROVÁ Lenka1,a*, ŠEJNOHA Michal1,b and KLAPÁLEK Pavel1,c
1Department of mechanics, CTU in Prague, Faculty of Civil Engineering, Thákurova 7, Prague 6, 166 29, Czech Republic
amelzerov@fsv.cvut.cz, bsejnom@fsv.cvut.cz, cpavel.klapalek@fsv.cvut.cz
Keywords: Glued laminated timber; displacement; creep of timber beams; four-point bending test.
Acknowledgement The financial support of this outcome by the Faculty of Civil Engineering, Czech Technical University in Prague (SGS14/122/OHK1/2T/11) is gratefully acknowledged.
Acknowledgement The financial support of this outcome by the Faculty of Civil Engineering, Czech Technical University in Prague (SGS14/122/OHK1/2T/11) is gratefully acknowledged.
Online since: February 2011
Authors: Lin Qiu, Li Huang, Yue Zou
Simulation Research on Phase Change Materials Using in Floor Heating
Lin Qiu, Li Huang,Yue Zou
Beijing University of Civil Engineering and Architecture, Beijing, China
qiulin@bucea.edu.cn, huangli@sohu.com, zouyue@sina.com
Keywords: phase change materials, floor heating, storage energy, numerical simulation.
Acknowledgments The project is sponsored by the Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering and Funding Project for Academic Human Resources Development in Institutions of Higher Learning of Beijing Municipality in 2010(PHR20100712) References [1] Qiu Lin,Wu Shu Fen,Liu Xing etc.
Application study of a packed PCM used in radiant floor heating :[D].BeiJing:Bei jing university of civil engineering and architecture,2008 [4] M.A.HAMDAN and F.A.ELWERR.
Acknowledgments The project is sponsored by the Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering and Funding Project for Academic Human Resources Development in Institutions of Higher Learning of Beijing Municipality in 2010(PHR20100712) References [1] Qiu Lin,Wu Shu Fen,Liu Xing etc.
Application study of a packed PCM used in radiant floor heating :[D].BeiJing:Bei jing university of civil engineering and architecture,2008 [4] M.A.HAMDAN and F.A.ELWERR.
Online since: July 2011
Authors: A Lan Jiang, Mei Xia Wang
Composite Foundation on bearing Characteristics and Simulation Analysis CFG Pile for the High Speed Railway
Alan Jiang1, a, Meixia Wang2,b
1School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian, 116028, P.R.China
2School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian, 116028, P.R.China
ajiangalan@163.com, bwangmeixia319@163.com
Keywords: High Speed Railway, FLAC3D,CFG pile composite foundation, Soft Ground, Simulation calculation.
From Figure 3-6, which can be seen when piles interval , embankment for 1.5m the center point about 32.3mm, settlement of pile top soil and pile settlement differences between soil and aren't obvious.Meanwhile, the engineering pile spacing that using the rationality and feasibility of 1.5m.
From Figure 3-6, which can be seen when piles interval , embankment for 1.5m the center point about 32.3mm, settlement of pile top soil and pile settlement differences between soil and aren't obvious.Meanwhile, the engineering pile spacing that using the rationality and feasibility of 1.5m.
Online since: May 2011
Authors: Pan Wu Li, Jia Ming Gao, Xian Zhe Zeng
Analysis of the Atmospheric Temperature Stress on Mass Concrete by ANSYS Software
Panwu Li 1, a, Jiaming Gao 2,b and Xianzhe Zeng 3,c
1 Institute of Civil Engineering, Chang’an University, 161 Chang’an Middle Road, Xi’an, Shanxi, 710061, China
2 Institute of Civil Engineering, Chang’an University, 161 Chang’an Middle Road, Xi’an, Shanxi, 710061, China
3 Shanxi Provincial Natural Gas Co., Ltd, Xi’an, Shanxi, 710016, China
a lpw85392779@126.com, bjiaminggao2000@yahoo.com.cn, c123808665@qq.com
Keywords: atmospheric temperature; temperature field; heat flow backward; temperature stress;
Abstract.
[3] TieMeng Wang:Control of Engineering structure Crack In Chinese (China Architecture Industry Press, Beijing 1997)
[3] TieMeng Wang:Control of Engineering structure Crack In Chinese (China Architecture Industry Press, Beijing 1997)
Online since: September 2014
Authors: L.J. Sluys, J. Alfaiate, D. Dias-da-Costa
Rovisco Pais, 1049-001 Lisboa, Portugal
2 School of Civil Engineering, The University of Sydney, Australia
3 Delft University of Technology, Dept. of Civil Engineering and Geosciences,
P.O.
Engineering Fracture Mechanics, 69(6), (2002), p. 661-686
Engineering Fracture Mechanics, 69(6), (2002), p. 661-686