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Vibration Control of Functionally Graded Panels Using Parallel Resonators Atanu Sahu1,a*, Shashi Kumar1,b, Bhavyashree N.1,c and Anuja Roy2,d 1Departent of Civil Engineering, National Institute of Technology, Silchar, India 2Department of Construction Engineering, Jadavpur University, India aatanu@civil.nits.ac.in, bshashikmr32@gmail.com, cbhavyashree_pg@civil.nits.ac.in, danuja.civil@gmail.com Keywords: Functionally graded material (FGM), Functionally graded (FG) panels, Resonators, Response control, Finite element method.
Functionally graded materials (FGM) are often an integral part these days in many engineering applications, such as, nuclear structural components, spacecraft and marine structures, thermal barrier coatings used for military applications, etc.
FG panels, used in most of the engineering applications, are made with this variation along the thickness direction.

China Department of Engineering Mechanics，School of Civil Engineering，Shandong University，Jinan 250061, P.R.
Beam structures are commonly found in the fields of engineering.
These results provide a better understanding of the problem described and may be of interest to experimentalists and design engineers. 1 Introduction With the development of aerospace and aeronautical industry, nuclear industry, watercraft and ocean engineering, the vibration problems are considered increasingly in resent years.
Ocean Engineering, 28:933–939 (2001) [4] Zhang Yu, Xie Li-Yang, Zhang Xiao-Jin.
International Journal of Mechanical Engineering Education, 2006, 34:194-210

Volz1,c 1Department of Civil, Architectural & Environmental Engineering, Missouri University of Science and Technology, Rolla, Missouri, USA 2U.S.
Army Corps of Engineers, St.
Research Report CEE-RR- 2006-01, Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI, December 2006
Research Report CEE-RR-2006-02, Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI, December 2006
B. et al, “Shear Strength of a Lightweight Self-Consolidating Concrete Bridge Girder,” ASCE Journal of Bridge Engineering, V. 15, No. 5, September 1, 2010, pp. 615-618

Candidate of Civil Engineering, the Eastern Mediterranean University, Famagusta, Cyprus 2Professor of Civil Engineering, the Eastern Mediterranean University, Famagusta, Cyprus aMosaberpanah@gmail.com, bOzgur.Eren@emu.edu.tr Keywords: Ultra High Performance Concrete, Density, Compressive Strength, Design of Experiments.
Journal of King Saud University-Engineering Sciences, 25(2), 105-112
Journal of Materials in Civil Engineering, 13(6), 427-433
ARPN Journal of Engineering and Applied Sciences, 6(5), 95-109
Mathematics and Computers in Science and Engineering (No. 10).

Analysis of the Crack Propagation Process in Concrete Beams Reinforced with BFRP Bars Using Digital Image Correlation Method URBAŃSKI Marek1,a*, ŁAPKO Andrzej2,b, SUPRYNOWICZ Karol1,c 1 Institute of Building Engineering, Faculty of Civil Engineering, Warsaw University of Technology, Poland 2 Chair of Building Structures, Faculty of Civil & Environment Engineering, Bialystok University of Technology, Poland 3 Institute of Aeronautics and Applied Mechanics, Faculty of Power and Aeronautical Engineering, Warsaw University of Technology, Poland amurbanski@il.pw.edu.pl, blapko@pb.bialystok.pl, cksuprynowicz@meil.pw.edu.pl Keywords: Reinforced Concrete, DIC method, BFRP, cracks Abstract.
Urbański, Experimental and theoretical analysis of concrete beams deflections reinforced with basalt rebar, Archives of Civil and Mechanical Engineering, Nr 15, ACME Wrocław 2015, pp. 223 -230
Garbacz, Investigation on Concrete Beams Reinforced with Basalt Rebars as an Effective Alternative of Conventional R/C Structures, Procedia Engineering, Elsevier, Science Direct, Volume 57, 2013, pp. 1183-1191

The Application of Compaction Sand Pile in the Yellow River-Crossing Project for South-to-North Water Diversion Qi-xia Liu 1,a, Yang Bai 2,b 1 Civil Engineering and Architecture College, Henan University of Technology, 450052, China 2 School of Civil Engineering and Architecture, Wuhan University of Technology, 430063, China aliuqixia65@163.com, bcandyby@163.com Keywords: compaction sand pile, sand liquefaction, relative denseness Abstract.
Introduction Sand compaction pile is widely used in industrial and civil building, communications, water conservancy and other engineering projects.
The compacted gravel test pile in the Ⅲ bid section pile foundation engineering, as a part of the first phase project in the Yellow River-Crossing Project of the Middle Route in the S- to-N Water Diversion, is designed by the combined group of the Changjiang Institute of Survey, Planning , Design and Research of Changjiang Water Resources Commission and Yellow River Engineering Consulting Co.
Ltd of Yellow River Conservancy Commission, and constructed by Beijing Vibroflotation Engineering Co., LTD.

Experimental Investigation and Analytical Modeling of Eccentrically Loaded Composite Columns Confined with Glass Fiber-Reinforced Polymer Tube Hongbo Guana, Qingxiang Wangb and Bingfeng Ruanc State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, People's Republic of China a guanhongbo2009@sina.com, b wangqx7885@yahoo.cn Keywords: Fiber reinforced polymers; Concrete columns; Eccentric loads.
Acknowledgments The writers wish to acknowledge the assistance of State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China.
:Character and application of FRP composites in civil engineering [J] .Journal of Harbin University of Civil Engineering and Architecture，2000，33（6）:26-30
China Civil Engineering Journal， 2004，37（4）：8-13
Behavior of Concrete Columns Confined by Fiber Composites[J].Journal of Structural Engineering， 1997，123(5):583-590

Influence of Construction of Railway Superstructure on Railway Quality IŽVOLT Libor1, a, IŽVOLTOVÁ Jana2, b and ŠESTÁKOVÁ Janka1, c* 1University of Žilina, Faculty of Civil Engineering, Department of Railway Engineering, Univerzitná 8215/1, SK-010 26 Žilina, Slovak Republic 2University of Žilina, Faculty of Civil Engineering, Department of Geodesy, Univerzitná 8215/1, SK-010 26 Žilina, Slovak Republic alibor.izvolt@fstav.uniza.sk, bjana.izvoltova@fstav.uniza.sk, cjanka.sestakova@fstav.uniza.sk Keywords: railway track, geometric location of the track, diagnostics Introduction Present railway operation has confirmed that the classic structure of the railway superstructure is capable to ensure operational capability of standard railway tracks for a relatively long period of time (railways tracks up to speed 160 kmh-1).
Monitoring is implemented by the Department of Railway Engineering and Track Management in cooperation with the Department of Surveying of Faculty of Civil Engineering of University of Žilina, in cooperation with the manager of railway infrastructure - Railways of the Slovak Republic (ŽSR) and its Research and Development Institute (VVÚŽ).
Hodas, Engineering surveys in transport building, University of Zilina, Zilina, 1998, 216 p

Properties of Bonding Sealants in the Sealing of Cement-Based Materials BOHÁČEK Adam1,a*, ŠLANHOF Jiří1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, Brno 602 00, Czech Republic abohacek.a@fce.vutbr.cz, bslanhof.j@fce.vutbr.cz Keywords: sealant, sealed joint, test unit, glass-cement Abstract.
Used sources The study was prepared with the support of the junior-specific research of the Brno University of Technology, Faculty of Civil Engineering, under number FAST-J-20-6359 and with the support of the standard-specific research of the Brno University of Technology, Faculty of Civil Engineering, under number FAST-S-20-6338.
Evaluation of test methods for testing of sealants, Advances and Trends in Engineering Sciences and Technologies II - Proceedings of the 2nd International Conference on Engineering Sciences and Technologies, ESaT 2016 2017, pp. 643-648, ISBN: 978-131539382-7
In: Procedia Engineering. 2015, s. 199-205.

State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai,200092, China; 2.
Engineering Structures. 1998;20:323-335 [6] Green PS, Sause R, Ricles JM.
Research progress on the mechanical property of high strength structural steels. 1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011, June 18, 2011 - June 20, 2011.
Journal of Structural Engineering. 2000;126:1268-1278 [12] Fukumoto Y.
Engineering Structures. 1996;18:786-791