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Afwan Irsyad1,a*, Rita Irmawaty2,b and Fakhruddin2,c 1Civil Engineering Magister Program, Faculty of Engineering, Universitas Hasanuddin, Makassar, Indonesia 2Department of Civil Engineering, Faculty of Engineering, Universitas Hasanuddin, Makassar, Indonesia amuhafwanirsyad@gmail.com, brita_irmaway@yahoo.co.id, cfakhrud.civil05@gmail.com Keywords: Reinforced Concrete (RC) beam, Geopolymer mortar panel (GMP), PVA fiber, Shear reinforcement Abstract.
FA-GPC material is an innovative and environmentally friendly engineering composite that offers numerous benefits in terms of reducing the usage of ordinary Portland cement (OPC) [9].

Vissakodeti2,b 1Full-Time Ph.D Research Scholar, Department of Mechanical Engineering, UCEK, Jawaharlal Nehru Technological University Kakinada, Kakinada, 533003, A.P, India. 2Professor, Department of Mechanical Engineering, UCEN, Jawaharlal Nehru Technological University Kakinada, Kakinada, 533003, A.P, India.
Nomenclature a Length of the composite plate b Width of the composite plate T The total thickness of the composite plate n uni-axial tension modulus in the fibre direction k plane strain bulk modulus normal to the fibre direction l cross modulus m shear moduli in planes normal to the fibre direction p shear moduli in planes parallel to the fibre direction cr CNT reinforcing phase volume fraction, Em Young’s modulus of matrix material ϑm Poisson’s ratio of matrix material tpe The thickness of the Piezoelectric Actuator t The thickness of half of the composite plate pe Piezoelectric Actuator mx, my Moments produced by PZT actuators plate 𝜀𝑝𝑒 Strain in the piezoelectric actuator Introduction Composite materials are extensively utilized in aerospace engineering owing to their high strength to weight ratios, and these can be tailored as per requirements.
Because of these extraordinary properties of CNTs, they have attracted the attention of many researchers to determine their effects on bending and vibration of CNTs-reinforced engineering structures.
Structural health monitoring of aircraft structures, civil structures and ship structures can be performed using these CNT reinforced smart materials.
Properties of CNT, lamina and PiezoelectricActuator Engineering constants [GPa] Graphite/ epoxy (G) Kevlar/ epoxy(K) SWCNT (CNT) Polystyrene PZT(G1195) Actuator E11 137.9 87 – 1.9 63 E22 8.96 5.5 - - - G12 7.20 2.2 - - - ν12 0.62 0.34 - 0.3 0.3 nr 450 kr 30 mr 1 pr 1 lr 10 The dimensions of the composite plates and positions of the piezoelectric actuators are shown in Fig. 3 as follows, Fig. 3.

While, [7] has identified 5 types of uncertainty as follow; · Technical risk – scope change, technology selection, implementation technology selection, equipment risk, material risk and engineering/design change
To respond as government spoke, we proposed to develop the model of uncertainty to manage and give a very useful guidance to manager and engineer on their project development.
This uncertainty model should constructive with decision-making support by communicating the uncertainty using science engineering/project management interface.
The factors were generated through conversations, discussions and observations along with the project contractors and construction engineer.
Canadian Journal of Civil Engineering, Volume 31, Number 2, pg. 345-360

Brown, “A Study of the Failure of Concrete under Combined Compressive Stresses’, University of Illinois, Engineering Experimental Station, Urbana, 1928, Bulletin no 185, 104 p
Mesbah, “Behaviour of square concrete column confined with GERP composite wrap” Journal of civil engineering and management, 2008, 14 (2), 115-120
Journal of Structural Engineering, ACSE, 124(9): 1025–1031. 1998
Chateauneuf , ‘Confinement of the Concrete Structures by Embedded Composite Grids’’ journal Key Engineering Materials Vol. 425, 2010 pp 195-216 , special volume is Trends in Composite Materials and their Design.
Journal of Structural Engineering.ASCE 1997;Vol. 123.

School of Civil Engineering and Environmental Engineering, Anhui Xinhua University, Hefei 230088, China; 2.
School of Mechanical and Electrical Engineering, Anhui JianZhu University, Hefei 230022,China a.
It is said that firstly, it is necessary to enhance management of water resources, to improve utilization rate of water resources, to control the increase of population, and to make the regional development reasonable, in a word to reduce the pressure of water environment; secondly, it should take place that continuously invest increase in the governance of hydraulic engineering and water environment, decrease of waste discharge, and the improvement of water environmental quality; finally, the final purposes are to decrease the water environmental system vulnerability in Anhui province and to promote the harmonious development of regional economic, society and environment.
Joirnal of Hyfraulic Engineering, 2010,41(6):711-719.

Modelling Sand Wave Evolution and Migration in North Sea Using ROMS Luh Putri Adnyani1,2,a*, Scott Draper1,b, Hongwei An1,c and Liang Cheng1,d 1School of Civil, Environmental & Mining Engineering, The University of Western Australia, Australia 2Ocean Engineering, Institut Teknologi Kalimantan, Indonesia aluh.adnyani@research.uwa.edu.au, bscott.draper@uwa.edu.au, chongwei.an@uwa.edu.au, dliang.cheng@uwa.edu.au Keywords: sand wave migration, Regional Oceanographic Modelling System (ROMS), sediment transport, numerical modelling, morphodynamics Abstract.
Hulscher, "Regeneration of sand waves after dredging," Coastal Engineering, vol. 46, no. 4, pp. 277-289, 2002, doi: 10.1016/s0378-3839(02)00090-x
Walstra, "The morphodynamic modelling of tidal sand waves on the shoreface," Coastal Engineering, vol. 54, no. 4, pp. 279-296, 2007/04/01/ 2007, doi: https://doi.org/10.1016/j.coastaleng.2006.08.005
Walstra, "The morphodynamic modelling of tidal sand waves on the shoreface," Coastal Engineering, vol. 54, no. 4, pp. 279-296, 2007

Rule Based Building Construction Generation: An Approach Based on Formal Language Methods Christian Sustr1, a *, Ulrich Pont1, b and Ardeshir Mahdavi1, b 1Vienna University of Technology, Faculty of Civil Engineering, Karlsplatz 13, 1040 Wien, Austria achristian.sustr@tuwien.ac.at, bulrich.pont@tuwien.ac.at Keywords: Formal Modelling Approaches, Building Constructions, Layered Compositions, Thermal Building Performance, Automation in Construction.
Introduction The AEC-industry (Architecture-Engineering-Construction) is currently experiencing major changes.
Thus, they often are used to model complex settings and to act as communication gateway to software engineering.
Templates were generated via reverse-engineering from common building constructions.
The Reverse-Engineering results in a string constituent of the layer vocabulary and a grammar.

The resultant parameters of engineering interest and the boundary layer flow field parameters and have been presented using tables and graphically plots.
To address problems that need for a pressure barrier, several civil engineering solutions are created employing curved shaped geometry.
In many engineering areas, the importance of simulating unstable flow phenomena is rising.
Scientists and engineers can greatly improve the dependability and price of several fluid dynamics devices by comprehending unsteady flow and utilizing it in unique design approaches.
Engineering tasks requiring high operating temperatures place a greater emphasis on nonlinear thermal radiation.

Application of EFQM-based Excellence Model in PPP Projects Deli YAO1,a , Zechao DU2,b and Yang HU3,c 1,2School of Architectural & Civil Engineering, Laocheng University, Liaocheng, China; 3Liaocheng Construction Materials Management Office, Liaocheng, China; ayaodeli666@sina.com, bduzechao@lcu.edu.cn, chuyang-1112@163.com Keywords: EFQM Model; PPP projects; Application Abstract.
Journal of Construction Engineering and Management, 136(5), 484-494 [5] Chinda, T. and Mohamed, S., (2007).
"Causal relationships between enablers of construction safety culture", Proceedings of 4th international conference on construction in 21st century: Accelerating Innovation in Engineering, Management and Technology, Gold Coast, Australia
Journal of Management in Engineering, 23(1), 2-9
Journal of Construction Engineering and Management, 131(1) 3-14

The range values for the design parameters of nano-engineered concrete components.
Olar Radu1, a, Traian Onet2,b 1Technical University of Cluj-Napoca, Baritiu n.25/139, Romania 2 Technical University of Cluj-Napoca, Baritiu n.25/142, Romania aradu.olar@dst.utcluj.ro, btraian.onet@dst.utcluj.ro Keywords: design parameters, concrete, structural behaviour, nano-engineering Abstract.
The grain sizes limits of the nano-particles, considered for nano-engineered concretes, are in the range between 1 to 100nm.
M., Effect of Nano-Flyash on Strength of Concrete, International Journal of Civil and Structural Engineering, Volume 2, No 2, (2011), 475-482 [17] Li H, Xiao H-g, Yuan J, Ou J.
Engineering of SiO2 nano-particles for optimal performance in nano-cement-based materials.