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Effect of Heat-curing Procedure on Strength and Microstructure of Reactive Powder Concrete Having High Volume of Mineral Admixtures Yanzhou Peng1, a, Wen Yang2, b and Qiaosen Zhu1, c 1College of Civil Engineering & Architecture, China Three Gorges University,Yichang 443002,China 2China Construction Ready Mixed Concrete Co.
SHi: Journal of Materials Science and Engineering, Vol. 23(2005), No. 6, p. 867 (in Chinese) [6] X.L.

Investigation on Relationship between Spacer Content and Porosity of Steel Foams Huimeng Wang1,a, Mingzhou Su1,b and Chang Chen2,c* 1School of Civil Engineering, Xi'an University of Architecture and Technology, 13 Yanta Road, Xi'an 710055, P.
The present study will be helpful for scientists and engineers to predict and obtain the desired porosities by space holder technique.

Telles1,b 1 Programa de Engenharia Civil - COPPE/UFRJ - Cidade Universitária - Centro de Tecnologia - Bloco I, sala I 200 - Ilha do Fundão, Rio de Janeiro / RJ - Brasil a lsmiers@coc.ufrj.br, btelles@coc.ufrj.br Keywords: meshless methods, numerical Green's function, boundary integral equations Abstract: This work aims at introducing the concept of the numerical Green's function (NGF) idea for elastostatic fracture mechanics using the boundary element-free method (BEFM).
Introduction Meshless methods are rapidly proving to be quite accurate in the analysis of most common problems found in engineering applications.
Vol. 37 (1981), pp. 141-158. [9] C.A.Brebbia, J.C.F.Telles and L.C.Wrobel: Boundary Element Techniques: Theory and Application in Engineering (Springer, Berlin 1984)

FRP-Concrete-Steel Double Skin Tubular Cantilever Beams: Behavior under Cyclic Loading Yunita Idris1, a and Togay Ozbakkaloglu1, b,* 1School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, South Australia, Australia 5005 ayidris@civeng.adelaide.edu.au, btogay.ozbakkaloglu@adelaide.edu.au Keywords: Fiber reinforced polymer (FRP), High-strength concrete (HSC), Confinement, Cantilever beams, Displacement Abstract.
Ozbakkaloglu, Behavior of square and rectangular ultra high-strength concrete-filled FRP tubes under axial compression, Composites Part B: Engineering, 54 (2013) 97-111

Engineering, Sapienza, Rome, Italy a michela.basili@uniroma1.it, banna.sinopoli@uniroma1.it Abstract In this paper, following the research line proposed by Milankovicth (1910) and Signorini (1925), a semi-analytical approach for the analysis of masonry walls - treated as horizontally multi-layered strata of no-tension material - is proposed in order to evaluate the stress distribution generated by applied loads.
Masonry as Orthotropic No -Tension Continuum The approach proposed can be considered a semi-analytical engineering approach, aiming at modeling the masonry as a no-tension orthotropic material.
J. of Civil Engng, 34, 1443-1457

Sustainable Construction - Environmental Impacts Assessment of Architectural Elements and Building Services Andrea Moňoková1,a * and Silvia Vilčeková1,b 1Technical University of Kosice, Faculty of Civil Engineering, Department of Environmental Engineering, Vysokoškolská 4, Košice, Slovakia a,*andrea.monokova@tuke.sk, bsilvia.vilcekova@tuke.sk Keywords: Life cycle assessment, green technologies, green buildings, global warming potential, acidification potential, eutrophication potential and photochemical ozone creation potential.

Mechanical and Thermal Characterization of FRCM-Matrices Fabio Longo1,a*, Alessio Cascardi1,b, Paola Lassandro2,c Alessandro Sannino1,d and Maria Antonietta Aiello1,e 1Dept. of Innovation Engineering, University of Salento, 73100 – Lecce (IT) 2ITC-CNR, Construction Technologies Institute - Italian National Research Council, 70124 Bari (IT) afabio.longo@unisalento.it, balessio.cascardi@unisalento.it, cpaola.lassandro@itc.cnr.it, dalessandro.sannino@unisalento.it, eantonietta.aiello@unisalento.it Keywords: mix-design, recycled materials, seismic retrofitting, energy improvement, masonry.
In addition to a control sample made of lime mortar (REF), a further series of specimens were manufactured by substituting part of the sand with waste tire rubber (WTR); i.e. a recycled material widely used in civil constructions, [11].
Composites Part B: Engineering 95 (2016) 252-263

Renuka1,a*, Sarella Venkateswara Rao1,b and Tezeswi Tadepalli1,c 1National Institute of Technology Warangal, Department of Civil Engineering, Warangal-506004, India avr721008@student.nitw.ac.in, bsvrao@nitw.ac.in, ctezeswi@nitw.ac.in Keywords: Cementitious composite, nanoindentation, concrete damage plasticity (CDP) model.
Cuong-Le, “A concrete damage plasticity model for predicting the effects of compressive high-strength concrete under static and dynamic loads,” Journal of Building Engineering, vol. 44, Dec. 2021, doi: 10.1016/j.jobe.2021.103239

A numerical method for the dynamic analysis of buildings provided with viscoelastic devices Giuseppe Muscolino1,a and Alessandro Palmeri 2,b 1 Department of Civil Engineering, University of Messina, 98166, Italy 2 School of Engineering, Design & Technology, University of Bradford, BD7 1DP, UK a , b Keywords: Dampers, Relaxation function, State-space models, Vibrations, Viscoelasticity.

Utilization of Local Waste Materials in High-Performance and Self-Compacting Concrete Sayed Mohamad Soleimani1,a, Abdel Rahman Alaqqad1,b, Tahir Afrasiab1,c, Adel Jumaah1,d, Ali Behbehani1,e, Abdulaziz Majeed1,f, Mohamad Hazem Al-Swwaf1,g and Sarah Al-Muhanna1,h 1Department of Civil Engineering, Australian College of Kuwait - West Mishref, Kuwait as.soleimani@ack.edu.kw, ba.alaqqad@ack.edu.kw, ct.afrasiab@ack.edu.kw, d1414700@go.ack.edu.kw, e1414493@go.ack.edu.kw, f1415397@go.ack.edu.kw, g1414545@go.ack.edu.kw, h1007889@go.ack.edu.kw Keywords: self-compacting concrete, high performance concrete, waste materials, ceramic waste, electric-arc furnace slag Abstract.
Kapoor, "A Review on Ground Granulated Blast-Furnace Slag as a Cement replacing material", International Journal of Engineering Research and Management, vol. 3, no. 7, pp. 214-217, 2016