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The Mechanical Properties Study of Waste Bakelite Aggregate Concrete Nopagon Usahanunth 1,a*, Waranon Kongsong2, Seree Tuprakay3 , Sirawan Ruangchuay Tuprakay 4, Suppachai Sinthaworn5, Sathian Charoenrien 6 1,aPhD-Student, Inspection and Engineering law, Faculty of Engineering, Ramkhamhaeng University, Bangkok, Thailand 2,3,Assistant Professor, Inspection and Engineering law, Faculty of Engineering, Ramkhamhaeng University, Bangkok, Thailand 4Assistant Professor, Faculty of Science and Technology, Suandusit University, Thailand 5 Assistant Professor, Department of Civil Engineering ,Faculty of Engineering, Srinakarinwirot University, Bangkok, Thailand 6Director,Engineering Bureau Structural and Systems Engineering Bureau,Public Work Department, Bangkok, Thailand aemail: konthai98@yahoo.com Keywords: Conventional Concrete (CC), Waste Bakelite Aggregate (WBA), Waste Bakelite Aggregate Concrete (WBAC) Abstract.
Acknowledgments This research was supported by the Faculty of Engineering, Ramkhamhaeng University, Thailand as well as it was the partial dissertation of [5].
Panarat Khamwongkhong of Civil Engineering Department for any of facility management, At last, the authors would like to thank the students; Junyong Nualsaard,Naris Ratsameebunjongkit, KotchakornThongsukha, PawanratWancha-am and NaruemonWongphanit from Environment Engineering Department, Ramkhamhaeng University for all of their full support in sample preparing, test equipment, and laboratory facilities.
The 2017 4th International Conference on Civil and Urban Engineering (ICCUE 2017)

Introduction Paramount part in civil construction design lie on materials element design and structures its self.
It important in civil application such beams, bridges, municipal buildings, transport systems or parking to revise in term of strength and lifetime.
However, it could apply in marine engineering site such as for under water structure.
[12] Choi E, Lee DH, Kim MC, Dense Rib Lateral Reinforcement for Confining Concrete, Procedia Engineering. 14 (2011) 233-240
Civil Eng.

Dent resistance of structures is one of the important design parameters to consider in automotive, aerospace, packaging and transportation of fragile goods, civil engineering and marine industries.
Zhigang, A research progress of dent resistance for automobile body panels, Chinese Journal of Mechanical Engineering.

Response modification factor for Y-eccentric-braced steel frame structures designed based on Chinese Code YANG Wen-xia 1,3, a, GU Qiang 2,b ,CAO Ping-zhou3,c and SHI Rong-jin1,4 1 Jiangsu Huning Steel Structure and Machinery CO.LTD , Wuxi 214231, China 2 School of Civil Engineering, Suzhou University of Science and Technology , Suzhou 215011, China 3 School of Civil and Transportation Engineering,Hohai university, Nanjing,210098 China adarky1978@163.com, bguqiang383@163.com, czhensen@163.com, djshngj@vip.163.com, Keywords: Y-eccentric braced steel frames; response modification factor; pushover analysis Abstract.
Current civil engineering practice prefers to use the pushover analysis method to estimate seismic demands.
Journal of Structural Engineering, 1991,117(1):19-28
Engineering Structures, 2003, 25:1505-1513
Engineering Structures, 2005,27: 827–840

Performance on steel fiber reinforced self-stressing concrete Huanan He Boxin Wang Jianting Lin State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China, 116024 hehuanandl@163.com Key words: self-stress, steel fiber, expansive deformation, tensile strength Abstract: In this paper a new sort of high performance concrete is introduced which combines most advantages of prestressed concrete and steel fiber concrete, named steel fiber reinforced self-stressing concrete(SFFRSSC for short).
Therefore, above-mentioned advantages of SFFRSSC over ordinary concrete imply a better prospect in using SFFRSSC in civil engineering.
At present, some special properties of SFRSSC as a new type of high performance concrete are required to further study for applications in civil engineering.
The formula of tensile strength of SFRSSC provided a reference on engineering design.

Experimental Bond Performance of CFRP Anchors Ying-Han Wu*1, a, Min-Lang Lin2,b and Chich-Tsung Lin3,c 1 Dept. of Civil Engineering, National Taipei University of Technology, Taiwan 2 National Center for Research on Earthquake Engineering, Taiwan 3Dept. of Civil Engineering, National Taipei University of Technology, Taiwan at7679004@ntut.edu.tw, bmillin@ncree.narl.org.tw, cf10180@ntut.edu.tw Keywords: CFRP anchor, CFRP Retrofit, Bond performance Abstract.
Acknowledgment This study was financially supported by National Center for Research on Earthquake Engineering.
Corresponding Author Name: Ying-HanWu Graduate Institution of Engineering Technology-Doctoral, Ph.D.
Tsai, "Seismic Retrofit of Rectangle RC Columns Using CFRP Wrapping and CFRP Anchors," Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol. 24, No.2 pp.185-196, 2012 (in Chinese)
Cook, "Behavior of Chemically Bonded Anchors," Journal of Structural Engineering, ASCE, Vol. 119, No. 9, pp. 2744-2763, 1993.

The Effect of NaOH Concentration and Curing Condition to the Strength and Shrinkage Performance of Recycled Geopolymer Concrete Ahmad Ruslan Mohd Ridzuan1,a, Mohd Mustafa Al Bakri Abdullah2,3,b, Mohd Fadzil Arshad1,c, Muhammad Faheem Mohd Tahir2,d and Khairulniza Ahmad Anuar1,e 1Institute of Infrastructure Engineering and Sustainable Management (IIESM), Faculty of Civil Engineering, Universiti Teknologi MARA 40450 Shah Alam, Selangor, Malaysia 2Center of Excellence Geopolymer & Green Technology (CeGeoGTech), School of Material Engineering, Universiti Malaysia Perlis (UniMAP), P.
Box 77, d/a Pejabat Pos Besar, 01000 Kangar, Perlis Malaysia 3Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP), P.
Thus in recent years, the use of recycled concrete aggregate has gained tremendous momentum in constructional engineering.
Acknowledgements We would like to extend our appreciation to the Concrete and Environment Laboratory, Faculty Civil Engineering, Faculty Applied Science UiTM Shah Alam, Center of Excellence Geopolymer & Green Technology (CEGeoGTech) and all the people who helped to ensure that the successful completion of this study.
G. (2008), The Usage of Waste Paper Sludge As A Cement Replacement in Concrete, Faculty of Civil, Engineering University Technology Malaysia.

Rocking in Presence of Cracking of Masonry Wall Piers Fabio DI CARLO1,a*, Simona COCCIA2,b and Mario COMO3,c 1 Postdoctoral Fellow, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, Via del Politecnico 1, 00133 Roma, Italy 2 Assistant Professor, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, Via del Politecnico 1, 00133 Roma, Italy 3 Former Professor, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, Via del Politecnico 1, 00133 Roma, Italy a di.carlo@ing.uniroma2.it, b coccia@ing.uniroma2.it, c como@uniroma2.it Keywords: masonry pier walls, no tension assumption, rocking, cracking, seismic strength, constant acceleration pulse.
Griffith, The vertical spanning strip wall as a coupled rocking rigid body assembly, Structural Engineering and Mechanics. 29(4) (2008) 433–453
Goel, Seismic strengthening of rocking-critical masonry piers, Journal of Structural Engineering ASCE. 133(10) (2007) 1445-1452
Di Carlo, Wind strength of Gothic Cathedrals, Engineering Failure Analysis, 55(2015a) 1-25
Imperatore, Force reduction factor for out-of-plane simple mechanisms of masonry structures, Bulletin of Earthquake Engineering. (2016)

Wave Transmission over a Submerged Porous Breakwater: An Experimental Study Hee Min Teh Civil Engineering Department, Universiti Teknologi PETRONAS, Tronoh, Perak, Malaysia.
Abdul Wahab, The effects of porosity of submerged breakwater structures on non-breaking wave transformations, Malaysian Journal of Civil Engineering 19(1) (2007), 17-25
China Ocean Engineering, 13 (1) (1999), 63–72
Leipzig Annual Civil Engineering Report 5 (2000), 551–560
Coastal Engineering Journal, 47 (4) (2005), 183–104

Shasavandi 2,b, Said Jalali3,c 123Research Unit C-TAC, Sustainable Construction Group, University of Minho, Guimarães, Portugal atorgal@civil.uminho.pt, barman.sh@civil.uminho.pt, csaid@ civil.uminho.pt Keywords: Eco-efficient concrete; sustainable construction; industrial wastes; Portland cement Abstract.
Mavridou, The use of waste tyre rubber in civil engineering works, In Sustainability of construction materials Ed.
Nagdi, Rubber as an engineering material: Guidelines for user.
School of Engineering, Civil Engineering Department, NCSU, US, 1992