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Coal Engineering, (2009), 12:69-72 [18] Wang L H, Liu Y J, Pu L Y.
Beijing Institute of Civil Engineering and Architecture,(2012) [20] Yin J P.
Coal engineering, (2012), 11:10-12
Coal Engineering, (2012), 10:6-8

Calculating Hydrodynamic Loads on Pipelines and Risers: Practical Alternative to Morison’s Equation Ibiye Iyalla1,a, Mamdud Hossain2,b and Jesse Andrawus3,c 1,2,3School of Engineering, Robert Gordon University, Schoolhill, Aberdeen, AB10 1FR, United Kingdom ai.iyalla1@rgu.ac.uk, bm.hossain@rgu.ac.uk, cj.a.andrawus@rgu.ac.uk Keywords: Keulegan-Carpenter, Lift, Drag, Inertial, Wake, Horizontal force.
Available from: http://www.civil.usyd.edu.au/publications/r860.pdf
Journal of Engineering Mechanics. 2006; 133(10). p. 1086-1092
Journal of Ocean Engineering. 1987; 14(2). p. 117-136
Journal of Ocean Engineering. 1998; 26(5). p. 431-462.

Axial Compression Capacity of Shear-Damaged Reinforced Concrete Columns and Lashing Belt Prestressing Kozo NAKADA1, a *, Kochi MASAAKI2, b, Yuyun DONG 3, c and Long YU4, d 1 Department of Civil Engineering and Architecture, University of the Ryukyus, Okinawa, Japan 2 K.ITO Architects & Engineers Inc., Tokyo, Japan 3Tamaki housing, Okinawa, Japan 4Graduate School of Engineering and Science, University of the Ryukyus, Okinawa, Japan ak-nakada@tec.u-ryukyu.ac.jp, bmKouchi@k-ito.co.jp, cdongyuyun@gmail.com, dqtwqw62325450@yahoo.co.jp Keywords: prestress, lateral confinement, axial compression test, emergency retrofit Abstract.
Tsuneo Sunagawa, a technician at the Faculty of Engineering, University of the Ryukyus, for his valuable technical assistance.

The Effects of Strengthening the AAC Walls Using Glass Mesh Arranged in Different Configurations KAŁUŻA Marta1,a*, KUBICA Jan1,b 1Silesian University of Technology, Faculty of Civil Engineering, Akademicka Street 5, 44-100 Gliwice, Poland amarta.kaluza@polsl.pl, bjan.kubica@polsl.pl Keywords: AAC blocks, superficial strengthening, FRCM system, GFRP mesh, shearing Abstract.
Dudine, Diagonal compression testes on masonry walls strengthened with GFRP mesh reinforced mortar coating’, Bulletin of Earthquake Engineering 13(6) (2015) 1703-1726
Agneloni, Diagonal Tensile Strength of AAC Blocks Masonry with Thin Joints Superficially Strengthened by Reinforced Using GFRP Net Plastering, Key Engineering Materials, 624, 363–370
Kałuża, Analysis of in-plane deformation of walls made using AAC blocks strengthened by GFRP mesh, Procedia Engineering 193 (2017) 393-400

Santos1,h 1Department of Civil Engineering National University – Manila, Sampaloc Manila, Philippines 2Department of Environmental and Sanitary Engineering National University – Manila, Sampaloc Manila, Philippines aairvin.john@gmail.com, bngfuriscal@national-u.edu.ph, ckhaterinamee@gmail.com, ddiovenalferez109@gmail.com, eedmerbade1994@gmail.com, fjaspercarumba24@gmail.com, gcerodolfo@national-u.edu.ph, hfdsantos@national-u.edu.ph Keywords: Charcoal Powder, Egg shell powder, Concrete Bricks, Compressive Strength, Waste Abstract.
Continuous studies of finding a way to reduce waste products by utilizing it to improve engineering materials in a manner of making it more economical and affordable.
Acknowledgement The authors wish to gratefully acknowledge the support for the presented work received from the National University - Research and Innovations Office (NU-RaIn) for their generous financial support and the College of Engineering of National University- Manila spearheaded by Dean Alexa Ray Fernando for the continuous motivation our research undertakings.

Shafigullin3,c* 1Kazan State University of Architecture and Engineering, Kazan, Russia 2Kazan State University of Architecture and Engineering, Kazan, Russia 3Kazan Federal University, Naberezhnye Chelny, Russia aalfred-sulejmanov@yandex.ru, bkaterina.tuysina@yandex.ru, cmisharin_82@mail.ru Keywords: accelerated weather testing procedure, polypropylene tanks Abstract.
Abstract doctor of Technical Sciences (Kazan: Kazan State University of Architecture and Civil Engineering) p 32 [6] Information at https://www.binder-world.com [7] L.N.
Nizamova, Aspects of using accelerated weather testing methods for polymeric materials, IOP Conference Series: Materials Science and Engineering. 412 (2018) 012069 [8] V.A.

Bangga2,b and Herman Sasongko1,c 1Department of Mechanical Engineering, Institut Teknologi Sepuluh Nopember, Indonesia 2Institute of Aerodynamics and Gas Dynamics, University of Stuttgart, Germany apeter.tianxiang@gmail.com, bbangga@iag.uni-stuttgart.de, cherman@me.its.ac.id Keywords: CFD, Darrieus Turbine, Dynamic Stall, Unsteady Aerodynamics Abstract.
Smith, Unsteady Flow Simulation and Dynamic Stall Behaviour of Vertical Axis Wind Turbine Blades, Wind Engineering 35(4) (2011) 511-510
Howell, The Performance of a Vertical Axis Wind Turbine in Fluctuating Wind-A Numerical Study, Proceedings of the World Congress on Engineering 2013, London, United Kingdom, July 3-5, 2013
Lam, Numerical Study of Straight-Bladed Darrieus-Type Tidal Turbine, Proceedings of the Institution of Civil Engineers - Energy 162(2) 67 -76, 2009

Computer-aided Plastic Limit Analysis of Plates Vladimír Vančík a, Milan Jirásek b Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 27, Prague; CZ aVladimir.Vancik@fsv.cvut.cz, bMilan.Jirasek@fsv.cvut.cz Keywords: yield-line theory, plastic limit analysis, plasticity of plates Abstract.
Introduction It has been shown e.g. in [1, 2] that design of reinforced concrete plates based on plastic limit analysis (specifically, on the yield-line theory) can lead to a significant reduction of reinforcement volume compared to the elastic design approach mostly employed in engineering practice.
The simple GUI offers an engineer a way to quickly assess the limit load of simple plates and also has potential as an interactive educational tool.
McKeown: Computer-assisted generation of yieldline patterns for uniformly loaded isotropic slabs using an optimisation strategy, Engineering Structures 21 (1999) 488-496

PhD Thesis, Dept. of Civil Engineering, University of Washington, Washington, (2002a)
“Approximate Methods of Accounting for Beam Growth Effects.” 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 504,( 2004a)
Journal of Structural Engineering, ASCE, 130(9): 1333-1342, (2004b)
Journal of Structural Engineering, SERC, Vol. 34, No.1, April-May 2007 pp. 25-31,(2007)

Flexural strengthening of RC slabs with SRP/SRG: an experimental-numerical comparison Annalisa Napoli1,a, Roberto Realfonzo1,b *, Massimo Petracca2,c, Francesca Candeloro3,d, Guido Camata2,e and Paolo Casadei4,f 1University of Salerno, Dept. of Civil Engineering, Via Giovanni Paolo II, 132, Fisciano (SA), Italy 2University of Chieti-Pescara, Dept. of Engineering and Geology, Via dei Vestini, 31, Chieti, Italy 3ASDEA, Via Tirino 14, 65129, Pescara, Italy 4Kerakoll S.p.A., Via dell’Artigianato, 9, Sassuolo (MO), Italy aannapoli@unisa.it, brrealfonzo@unisa.it, cmassimo.petracca@unich.it, df.candeloro@asdea.net, eg.camata@unich.it, fpaolo.casadei@kerakoll.com Keywords: epoxy, experimental tests, finite element, flexural strengthening, grout, RC slabs.
References [1] Wobbe, E., Silva, P., Barton, BL., Dharani, L.R., Birman, V., Nanni, A., Alkhrdaji, T., Thomas, J., Tunis, T., “Flexural Capacity of R/C Beams Externally Bonded with SRP and SRG”, In: Proc. of Society for the Advancement of Material and Process Engineering Symp. 2004, Long Beach, Ca, Usa, pp. 20-27
[6] Casadei, P., Nanni, A., Alkhrdaji, T., Thomas, J., “Performance of double-t prestressed concrete beams strengthened with steel reinforced polymer”, Advances in Structural Engineering, Vol. 8, No. 4, 2005, pp. 427-442