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Online since: August 2018
Authors: Mohd Syahrul Hisyam Mohd Sani, Fadhluhartini Muftah, Ahmad Rasidi Osman
Preliminary Study of Compressive Strength of Concrete Incorporated with Waste Paper Fibres
Mohd Syahrul Hisyam Mohd Sania*, Fadhluhartini Muftahb,
Ahmad Rasidi Osmanc
Faculty of Civil Engineering, Universiti Teknologi Mara Cawangan Pahang,
Kampus Jengka, 26400 Bandar Jengka, Pahang, Malaysia
amsyahrul210@uitm.edu.my, bfadhlu@uitm.edu.my, crasidi@uitm.edu.my
Keywords: compressive strength, concrete, waste paper fibres
Abstract.
Introduction In Malaysia construction and civil engineering activities are growing in line with human population developments.
Li, Concrete reinforcement with recycled fibers, J. of Materials in Civil Eng. 12 (4) (2000) 314-319
Introduction In Malaysia construction and civil engineering activities are growing in line with human population developments.
Li, Concrete reinforcement with recycled fibers, J. of Materials in Civil Eng. 12 (4) (2000) 314-319
Online since: September 2014
Authors: Marco Corradi, Giulio Castori, Antonio Borri, Romina Sisti
Ageing Problems of GFRP Grids used for Masonry Reinforcement
BORRI Antonio1,a, CASTORI Giulio1,b , CORRADI Marco2,c*
and SISTI Romina1,d
1 Department of Engineering, University of Perugia Via Duranti, 93 06125 Perugia, Italy
2 Mechanical and Construction Engineering Department, Northumbria University Wynne-Jones Building, NE1 8ST, Newcastle upon Tyne, United Kingdom
aantonio.borri@unipg.it, bgcastori@strutture.unipg.it, cmarco.corradi@northumbria.ac.uk, drominasisti@hotmail.it
* corresponding author
Keywords: GFRP grids, ageing, mechanical tests.
Since most FRP composites in civil infrastructure will come in contact with moisture and various solutions, either due to natural causes or location, or due to design or accident, it is essential that both the short- and long-term effects of these solutions are well understood and documented.
Durability gap analysis for fiber–reinforced polymer composites in civil infrastructure.
Seiblec, Use of FRP composites in civil structural applications.
Since most FRP composites in civil infrastructure will come in contact with moisture and various solutions, either due to natural causes or location, or due to design or accident, it is essential that both the short- and long-term effects of these solutions are well understood and documented.
Durability gap analysis for fiber–reinforced polymer composites in civil infrastructure.
Seiblec, Use of FRP composites in civil structural applications.
Online since: July 2021
Authors: Oleksandr Chernenko, Andrii Kovalov, Yurii Otrosh, Marcin Anszczak, Maxim Zhuravskij
Modeling of Non-Stationary Heating of Steel Plates with Fire-Protective Coatings in Ansys under the Conditions of Hydrocarbon Fire Temperature Mode
Andrіі Kovalov1,a*, Yurii Otrosh2,b, Oleksandr Chernenko1,c, Maxim Zhuravskij2,d and Marcin Anszczak3,e
1Cherkassy Institute of Fire Safety of National University of Civil Defence of Ukraine,
8, Onoprienko str., Cherkassy, Ukraine, 18034
2National University of Civil Defence of Ukraine, 94, Chernishevska str., Kharkov, Ukraine, 61023
3Main School of Fire Service in Warsaw, 52/54, Juliusz Słowacki str., Warsaw, Poland, 01-629
akovalev27051980@gmail.com, byuriyotrosh@gmail.com, cdoctor_chernenko_77@mail.ua, dzhuravskij @nuczu.edu.ua, eanszczak7@o2.pl
Keywords: modeling, fire-protective coating, temperature of hydrocarbon fire, thermophysical characteristics, critical temperature of steel.
Czujko, Assessment of hydrocarbon explosion and fire risks in offshore installations: Recent advances and future trends, IES Journal Part A: Civil and Structural Engineering. 4 (2016) 167–179
Series: Materials Science and Engineering. 708 (2019) 012065
Czujko, Assessment of hydrocarbon explosion and fire risks in offshore installations: Recent advances and future trends, IES Journal Part A: Civil and Structural Engineering. 4 (2016) 167–179
Series: Materials Science and Engineering. 708 (2019) 012065
Online since: March 2017
Authors: Gupinath Bhandari, Vasile Boboc, Ancuţa Rotaru, Andrei Boboc
Site Soil Investigations for Road Rehabilitation
Vasile BOBOC1a, Ancuţa ROTARU2,b*, Andrei BOBOC3c,
Gupinath BHANDARI4,d
1 "Gheorghe Asachi" Technical University of Iaşi, Faculty of Civil Engineering and Building Services, Department of Infrastructure Transportation and Foundations, 1 Prof.dr.doc.
Dimitrie Mangeron St, 700050, Iaşi, Romania 2 Jadavpur University, Department of Civil Engineering, 188 Raja S.C.
Mallick Rd, Kolkata, 700032, India avboboc1956@yahoo.com, bancuta.rotaru@tuiasi.ro, cing_andreiboboc@yahoo.com, dg.bhandari@civil.jdvu.ac.in Keywords: soil investigation, physical and mechanical properties of soils, road rehabilitation, field stratification, road structure Abstract.
Dimitrie Mangeron St, 700050, Iaşi, Romania 2 Jadavpur University, Department of Civil Engineering, 188 Raja S.C.
Mallick Rd, Kolkata, 700032, India avboboc1956@yahoo.com, bancuta.rotaru@tuiasi.ro, cing_andreiboboc@yahoo.com, dg.bhandari@civil.jdvu.ac.in Keywords: soil investigation, physical and mechanical properties of soils, road rehabilitation, field stratification, road structure Abstract.
Online since: February 2013
Authors: Hong Bing Zhang, Yong Kang Zhang, Yu Long Li
Acknowledgements
This work is supported by civil aviation special fund from Defense Science & Technology Industry (Grant No.
International Journal of Impact Engineering,2006,32:1127-1144
[12] Civil aviation administration of china.
China civil aviation regulation. 1995
Ill-posed nature and generalized solution of inverse problem of elastic dynamics.Mechanics in Engineering, 2001, 23(3):43-45
International Journal of Impact Engineering,2006,32:1127-1144
[12] Civil aviation administration of china.
China civil aviation regulation. 1995
Ill-posed nature and generalized solution of inverse problem of elastic dynamics.Mechanics in Engineering, 2001, 23(3):43-45
Online since: February 2015
Preface
International Forum on Electrical Engineering and Automation & The 2014 International
Conference on Lighting Technology and Electronic Engineering (ICLTEE 2014) were held in
Guangzhou, China on November 29th and 30th, 2014.
Maode Li, School of Mechanical Engineering, Tongji University Prof.
Shengli Lu, Tianjin Engineering Research Center of Fieldbus Control Technology Prof.
Jian Fu, Department of Mechanical and Electrical Engineering, Beijing University of Aero. & Astro.
Akimov, Moscow State University of Civil Engineering, Russia Prof.
Maode Li, School of Mechanical Engineering, Tongji University Prof.
Shengli Lu, Tianjin Engineering Research Center of Fieldbus Control Technology Prof.
Jian Fu, Department of Mechanical and Electrical Engineering, Beijing University of Aero. & Astro.
Akimov, Moscow State University of Civil Engineering, Russia Prof.
Online since: May 2012
Authors: Bo Chen, Zeng Guo Jiang
Performance degradation assessment of a beam structure by using wavelet packet energy
Zengguo Jiang1, a, Bo Chen1,b
1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China
2Key Laboratory of Roadway Bridge and Structural Engineering, Wuhan University of Technology, Wuhan, China
azenguoj168@163.com, bcbsteven@163.com
Keywords: Wavelet packet transform, signal energy, slope vector, curvature vector.
Amand: Wavelet-based approach for structural damage detection, Journal of Engineering Mechanics, ASCE, 2000, 126(7), p. 677-683
Huang: Damage identification of civil engineering structures using Hilbert-Huang transform, Proc. of 3rd International Workshop on Structural Health Monitoring, Stanford, CA, 2001, p. 544-553
Chen, Y.L.Xu: A new damage index for detecting sudden change of structural stiffness, International Journal of Structural Engineering and Mechanics, 2007, 26(3): p. 315-341
Amand: Wavelet-based approach for structural damage detection, Journal of Engineering Mechanics, ASCE, 2000, 126(7), p. 677-683
Huang: Damage identification of civil engineering structures using Hilbert-Huang transform, Proc. of 3rd International Workshop on Structural Health Monitoring, Stanford, CA, 2001, p. 544-553
Chen, Y.L.Xu: A new damage index for detecting sudden change of structural stiffness, International Journal of Structural Engineering and Mechanics, 2007, 26(3): p. 315-341
Online since: October 2012
Authors: Ya Ning Wang
Study on decision planning of real estate project
Yaning Wang1, 2, a
1School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, China, 710054
2 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China, 710055
awangyaning7212@sina.com
Keywords: real estate project; decision planning; positioning planning, target planning
Abstract.
Real estate project development is extremely complex, and generally can be divided into six phases: project proposal, feasibility study, project approval, engineering design, engineering construction and product marketing.
Project proposal Feasibility study Project approval Engineering design Real estate project decision planning Figure 1 Real estate project decision phase Real estate project decision planning is conception, design and evaluation for real estate project decision phase, and is plan and tactics of project before real estate project is implemented.
Real estate project development is extremely complex, and generally can be divided into six phases: project proposal, feasibility study, project approval, engineering design, engineering construction and product marketing.
Project proposal Feasibility study Project approval Engineering design Real estate project decision planning Figure 1 Real estate project decision phase Real estate project decision planning is conception, design and evaluation for real estate project decision phase, and is plan and tactics of project before real estate project is implemented.
Online since: December 2010
Authors: Liang Xu, Ya Ping Wu
Engineering summary
Fig. 1 provides a cross section view of the box girder bridge under the present study.
Finite element analysis The finite element method is a powerful numerical method that widely used to numerical analysis of engineering problem [3].
Hassan, A.A El Halim: Canadian Journal of Civil Engineering, 28(3) (2001), p. 541-544 [2] Huang W., Liu Z.: China Civil Engineering Journal, Vol 38(1) (2005), p51-53(in Chinese) [3] Zhu B.: The Finite Element Method Theory and Applications (China WaterPower Press, Beijing 1998) (in Chinese) [4] Huang C., etc: Fiber Concrete Structures (China machine press, Beijing 2004) (in Chinese) [5] Technical Standard of Highway Engineering (China people communications publication, Beijing 2003) (in Chinese)
Finite element analysis The finite element method is a powerful numerical method that widely used to numerical analysis of engineering problem [3].
Hassan, A.A El Halim: Canadian Journal of Civil Engineering, 28(3) (2001), p. 541-544 [2] Huang W., Liu Z.: China Civil Engineering Journal, Vol 38(1) (2005), p51-53(in Chinese) [3] Zhu B.: The Finite Element Method Theory and Applications (China WaterPower Press, Beijing 1998) (in Chinese) [4] Huang C., etc: Fiber Concrete Structures (China machine press, Beijing 2004) (in Chinese) [5] Technical Standard of Highway Engineering (China people communications publication, Beijing 2003) (in Chinese)
Online since: December 2011
Authors: Chin Hsiung Loh, Chia Hung Lin
Predicting Failure Behavior of Reinforced Concrete Columns Subjected to Cyclic Loading
Chia-Hung Lin1, a, and Chin-Hsiung Loh2,b
1Department of Civil Engineering, National Taiwan University No.1, Sec. 4, Roosevelt Road, Taipei, 106 Taiwan
2Department of Civil Engineering, National Taiwan University No.1, Sec. 4, Roosevelt Road, Taipei, 106 Taiwan
arcsoul@gmail.com, blohc0220@ccms.ntu.edu.tw
Keywords: reinforced concrete column, uniaxial cyclic truss model, shear loading
Abstract.
NCREE-07-033 (National Center for Research on Earthquake Engineering 2007) [8] K.C.
Chung: Seismic retrofit study of RC columns lap-spliced at plastic hinge zone (National Center for Research on Earthquake Engineering, Taiwan 2000) [9] K.C.
Chang: Seismic analysis of reinforced concrete columns of bridge and research about retrofit of FRP (National Center for Research on Earthquake Engineering, Taiwan 1999) [10] Y.
NCREE-07-033 (National Center for Research on Earthquake Engineering 2007) [8] K.C.
Chung: Seismic retrofit study of RC columns lap-spliced at plastic hinge zone (National Center for Research on Earthquake Engineering, Taiwan 2000) [9] K.C.
Chang: Seismic analysis of reinforced concrete columns of bridge and research about retrofit of FRP (National Center for Research on Earthquake Engineering, Taiwan 1999) [10] Y.