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Experimental study on flexural behavior of damaged RC beams strengthened with prestressed CFRP plate Rui Zhou1, a, Meizhen Zhang2, b and Zhouhong Zong1,c 1Key Laboratory of C&PC Structures of the Ministry of Education, Southeast University, Nanjing 210096, P.R.China 2Department of Civil Engineering, Xiamen Institute of Technology of Huaqiao University, Xiamen, 361021, P.R.China azhourui_88@163.com, bzhmz2008@yahoo.cn, and czongzh@seu.edu.cn Keywords: Experimental study, Nonlinear simulation, Prestressed CFRP plate, Damage degree, Flexural behavior, Sustaining load.
Introduction Externally bonding carbon fiber reinforced polymer(CFRP) composite materials to RC structures become one of the ideal strengthened technique in civil engineering, with the consideration of high strength-to-weight ratio, high corrosion resistance and long-time durability, convenient construction, low maintenance costs.
In general, the prestressed CFRP plates strengthening in practical engineering projects were usually conducted under the normal traffic condition, which means that the RC structures existed initial damage.
Keun: Engineering Structures, Seoul, Vol. 30(12) (2008), p. 3751 [5] B.G.
Wang: Architecture and Civil Engineering, In Chinese, Vol. 25(12) (2008), p. 116 [9] A.H.

Performance of Reinforced Concrete Beams Strengthened with CFRP Composite in Corrosive Environment Piya Chotickai a, Wasin Chimmanee b Department of Civil Engineering, Kasetsart University, Bangkok, Thailand afengpyc@ku.ac.th, bwasin_str@hotmail.com Key words: Carbon Fiber Reinforced Polymer, Durability, Fracture Energy, Reinforced Concrete Beam Abstract.
Acknowledgements This work was financially supported by the Department of Civil Engineering, Kasetsart Unversity.
Sebastian: Journal of Structural Engineering, Vol. 127 (2001), p. 732-798
Wu: Journal of Materials in Civil Engineering, Vol. 18 (2006), p. 723-731
Engineer, D.A.

Aljorany1,b 1Department of Civil Engineering, University of Baghdad, Baghdad, Iraq amustafa.sonata.2014@gmail.com, balaljorany@gmail.com Keywords: Grouting, modulus of sub grade reaction, cement, colloidal silica, plate load test.
Experimental Work The experimental work of this study was done at the Laboratory of Soil Mechanics at the department of civil engineering/ Babylon University.
This is a common finding in geotechnical engineering because the stressed zone below the larger loaded area is deeper than that of smaller area and the anticipated settlement will consequently be greater.
Jose, Improvement of shear strength of loose sandy soils by grouting, Proceedings of the Institution of Civil Engineers - Ground Improvement. 166 (2013) 3–8
Kataria, Soil Stabilaztion of loose sandy soil by grouting, International Research Journal of Engineering and Technology, (2018), 2808–2812

REFERENCES [1] Milieuvergelijkingen van draagconstructies ('Environmental comparison of bearing structures'), Master thesis, Delft University of Technology, Faculty of Civil Engineering and Geosciences, Department of Building Engineering, The Netherlands Arets, M.J.P. (2001),
[5]), Algemene constructieleer - deel III: Hout, Delft University of Technology, Faculty of Civil Engineering and Geosciences, The Netherlands, Hogeslag, A.J. (1995)
[9] Delft University of Technology, Faculty of Civil Engineering and Geosciences, Department of Building Engineering, the Netherlands

Taherkhani6 1,2,3,5Department of Structures and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81300 Skudai, Johor Bahru, Malaysia 4School of Architecture, Islamic Azad University of Kerman, Iran 1kazerooni.ma@gmail.com, 2arham@utm.my, 3masoud.sajoudi@gmail.com 4mkmohdfirdaus@live.utm.my, 5fatima.torshizi@gmail.com, 6 taherkhani1982@yahoo.com Keywords: Construction Waste Management, Sustainability, Reduce, Reuse, Recycle, Recovery.
Journal of Management in Engineering, ASCE.
Journal of Construction Engineering and Management, 120(5):536-552.
Proceedings of the Institution of Civil Engineers: Civil Engineer, Vol 138 (special issue 2).

Mechanism Research of Bus Dynamic Information Impact on the Commuter Travel Behavior LIU Er-Hui1,a, TIAN Sheng2,b*, CHEN Qian3,c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China 2*School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China 3School of Transportation, Southeast University, Nanjing, China alehscut@qq.com, bshitian1@scut.edu.cn, cseu_chq@163.com Keywords: Intelligent Transportation, Dynamic Bus Information, Binary Logit Model, Commuter, Travel Route Selection Abstract.
Table 1 Individual attribute statistics of travelers Properties Statistical results Gender male: 46%;female: 54% Age 12-19: 16.0%;20-29: 57.0%;30-39: 19.5%; 40-49: 7.0%;50-60: 0.5% Occupation Student: 39.8%;Worker: 2.7%;Civil: 7.4%;Staff: 37.5%; Self-employed workers: 2.7%;Others: 9.8% Education Junior high school or below: 1.6%;High School: 12.9%; College: 14.8%;Bachelor: 59.4%;Masters or above: 11.3% Annual Income <10,000: 40.6%; 10,000-30,000: 0.7%; 30,000-50,000: 22.3%; 50,000-100,000: 23.7%; >100,000: 0.7% Table 2 shows that the transfer times in the investigation are divided into 0, 1, 2 or above.
Journal of Wuhan University of Technology(Transportation Science & Engineering), 2010, 34(4): 738-741
Journal of Wuhan University of Technology(Transportation Science & Engineering), 2012, 36(3): 034
Journal of Jilin University(Engineering and Technology Edition), 2013 ,43(2): 304-309

Technology of Production of Binder Modifying Nanoadditives Viktor Derevianko1,a, Nataliia Kondratieva2,b, Viktorija Volkova3,c and Hanna Hryshko3,c* 1Department of Technology of Construction Materials, Products and Designs, State Higher Educational Establishment “Prydniprovs’ka State Academy of Civil Engineering and Architecture”, 24-a Chernyshevsky St., Dnipro, 49600, Ukraine 2Department of Chemical Engineering and Binding Materials, State Higher Educational Establishment “Ukrainian State University of Chemistry and Chemical Technology”, 8 Gagarin Ave., Dnipro, 49005 Ukraine 3Department of Operation of Hydromelioration Systems and Construction Technology, Dnipro State Agrarian-Economic University, 25 Serhii Efremov St., Dnipro, 49600, Ukraine aviktorderevianko2017@gmail.com, bnataliyavk@yahoo.com, cdrvev09@gmail.com, cgryshko.anna0101@gmail.com Keywords: dry mixture, nanosystems, nanotubes, gypsum binders, structure, hydration, surfactants Abstract.
Journal of Odessa State Academy of Civil Engineering and Architecture, (71), 89-93
Construction, material science, mechanical engineering.
Vestnik of Prydniprovska State Academy of Civil Engineering and Architecture, 2, 62-67

Development of Models for Predicting Strut Efficiency Factors for Conventional and Steel Fibre Reinforced Concrete Deep Beams Sandeep M.S1,a*, Praveen Nagarajan2,b and A.P Shashikala3,c 1Assistant Professor, Department of Civil Engineering, Muthoot Institute of Technology and Science, Kochi, Kerala, 682308, India. 2Associate Professor, Department of Civil Engineering, National Institute of Technology Calicut, Kozhikode, Kerala, 673601, India 3Professor, Department of Civil Engineering, National Institute of Technology Calicut, Kozhikode, Kerala, 673601, India a*sandeep.ms1986@gmail.com, bpraveen@nitc.ac.in, capska@nitc.ac.in Keywords: strut efficiency factor, deep beams, steel fibre reinforced concrete, strut-and-tie method.
Malik, Evaluation of efficiency factor models used in strut-and-tie modeling of nonflexural members, Journal of Structural Engineering. 128.5 (2002) 569-77
Journal of Structural Engineering. 37.1 (2010) 49-54

Research on Early Warning Management of Construction Engineering Quality Based on the Failure Theory Guo-bo Han1,2, a 1Architectural Engineering College, North China Institute of Science and Technology, Beijing, China 2China Center for Industrial Security Research, Beijing Jiaotong University, Beijing, China a hgb3468@ncist.edu.cn Key words: Construction Engineering, Failure Theory, Quality Supervision, Early warning management Abstract: On the basis of Failure Theory and combined with the characteristic that construction quality accidents frequently occur, this paper analyzed the categories of construction quality failures, investigated into the establishment of quality failures database and the process of quality failures knowledgeablization, and finally constructed the monitoring and alarming system of quality failures.
He advocated the promotion of information technology and communization of failure intelligence and appealed to actively apply failure knowledge into science and technology, engineering and production areas so as to avoid failure [1].
China Civil Engineering Journal(2003)

[3] Gao J, Xue Y T, Wang L, et al., “Experimental study on JY-SS- type metal damper”, Journal of civil engineering and management(in Chinese), 28(3):336-338, 2011
Structural Engineers, 2010
Journal of structural engineering, 34B:249-258, 1988
China Civil Engineering Journal. 49(6):38-45, 2016
[24] Li G Q, Jin H J, and Sun F F, et al., “Research on buckling restrainers in buckling-restrained steel plate shear walls (II)—strength requirement and experimental validation”, China Civil Engineering Journal, 49(7):49-56, 2016