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Danish Nisar at Center for Advanced Studies in Engineering (CASE), Islamabad, Pakistan for his support in completion of this research work.
Sebaey, “Two-pheromone Ant Colony Optimization to design dispersed laminates,” Advances in Engineering Software 66, 2013
Rama Mohan Rao, “A MetaHeuristic Algorithm for Multi-Objective Optimal Design of Hybrid Composites,” Computer-Aided Civil and Infrastructure Engineering, vol. 25, April 2010
Rao, Engineering Optimization Theory and Practice, John W & Sons, Inc, 2009

Influence of Mineral Admixtures on Fracture Energy of Refractory Cement at Elevated Temperatures Geethakumari B1, a,*, Ramesh Kumar R 2,b, Syam Prakash V3,c 1* Department of Civil Engineering, S C T College of Engineering, Trivandrum-695018, Kerala, India 2 Honeycomb Product Development Division, VSSC, Trivandrum-695022, Kerala, India. 3Directorate of Technical Education, Govt. of Kerala, India.
Pp. 205-208, World Academy of Science, Engineering and Technology, 72 (2012)
Syam Prakash., Role of sodium silicate on compressive strength of Refractory cement at elevated temperatures, International journal of Earth Science and Engineering, 4(6), pp. 864-866.

Kumar1, c 1Department of Civil Engineering, Mangalam College of Engineering, Ettumanoor–686631, India apnanupama@yahoo.com, banu.mathew@mangalam.in, ckavyakkumarkichi@gmail.com Keywords: Axial Compressive behavior, concrete filled steel tubular (CFST) column, ring beam, through-beam connection.
Finite Element Formulation Finite Element Method is a powerful computational technique for obtaining approximate solutions to a wide variety of engineering problems such as structural analysis problems, heat transfer problems and electromagnetic problems.
The ANSYS is a popular multipurpose finite element analysis tool for numerically solving engineering problems.

Machine Learning-Based Research for Material Property Analysis and Prediction of UHPC/CNT Composites Dongwook Kim1,a, Sung-Gul Hong2,b 1Department of Architecture & Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwakak-gu, Seoul 08826, Republic of Korea 2Department of Architecture & Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwakak-gu, Seoul 08826, Republic of Korea acriskim05@snu.ac.kr, bsglhong@snu.ac.kr Keywords: UHPC/CNT Composite, Compressive strength, Slump value, k-NN regression, Decision Tree Abstract.
Advances in Civil Engineering, (2021), 1-10
"A comparative study of random forest and genetic engineering programming for the prediction of compressive strength of high strength concrete (HSC)."

The Effect of Pressure on Warpage of Dumbbell Plastic Part in Injection Moulding Machine Mohd Amran1, a, Siti Salmah1, b, Mohd Zaki1, c, Raja Izamshah2, d, Mohd Hadzley2, e, Sivarao Subramonian 2, f, Mohd Shahir2, g, Mohd Amri2, h 1Faculty of Manufacturing Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya 76100 Durian Tunggal, Melaka, Malaysia 2Centre of Excellance for Advanced Manufacturing, Faculty of Manufacturing Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya, 76100 Durian Tunggal, Melaka, Malaysia amohdamran@utem.edu.my, bsitisalmah_mohdsani@yahoo.com,czaki@gmail.com, dizamshah@utem.edu.my, ehadzley@utem.edu.my, fsivarao@utem.edu.my, gshahir@utem.edu.my, hmohdamri@utem.edu.my Keywords: Injection Moulding, Polypropylene, Warpage, Taguchi Method, Injection Parameters.
Avery, Injection Molding Alternatives; A Guide for Designers and Product Engineers.
Civil Eng. 4 (2012) 49-58
Yulis, Optimising injection moulding parameters that satisfies part qualities by using Taguchi method, Engineering & Industrial Applications Colloquium (BEIAC). (2012) 307-312

Fabrication and Microstructure of Clay-based Geopolymer Ceramic using Powder Metallurgy Method Nur Ain Jaya1, a, Mohd Mustafa Al Bakri Abdullah 2,1,b, Che Mohd Ruzaidi Ghazali 2,1,c, Mohammed Binhussain3,d, Kamarudin Hussin 2,1,e, Romisuhani Ahmad1,f and Mien Van Tran 4,g 1Centre of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), P.O.
Box 77, D/A Pejabat Pos Besar Kangar, Perlis, 01000, Malaysia 2 Faculty of Engineering Technology, Uniciti Alam Campus, UniversitI Malaysia Perlis, 02100, Sungai Chuchuh, Padang Besar, Perlis, Malaysia 3King Abdulaziz City Science and Technology, P.
O Box 6086, Riyadh 11442, Kingdom of Saudi Arabia 4Faculty of Civil Engineering, Ho Chi Minh City University of Technology, Vietnam aainjaya@gmail.com, bmustafa_albakri@unimap.edu.my, cruzaidi@unimap.edu.my, dbnhusain@kacst.edu.sa, evc@unimap.edu.my fromisuhani@yahoo.com, gtvmien@hcmut.edu.vn Keywords: Geopolymer; Ceramic; Sintering; Powder Metallurgy; Microstructure Abstract.
Ven-Gen Lee: Materials Science and Engineering A.

Correlation between Na2SiO3/ NaOH and NaOH Molarity to Flexural Strength of Geopolymer Ceramic Nur Ain Jaya1, a, Mohd Mustafa Al Bakri Abdullah 2,1,b, Che Mohd Ruzaidi Ghazali 2,1,c, Mohammed Binhussain3,d, Kamarudin Hussin 2,1,e, Romisuhani Ahmad1,f and Januarti Jaya Ekaputri4,g 1Centre of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), P.O.
Box 77, D/A Pejabat Pos Besar Kangar, Perlis, 01000, Malaysia 2Faculty of Engineering Technology, Uniciti Alam Campus, UniversitI Malaysia Perlis, 02100, Sungai Chuchuh, Padang Besar, Perlis, Malaysia 3King Abdulaziz City Science and Technology, P.
O Box 6086, Riyadh 11442, Kingdom of Saudi Arabia 4Department of Civil Engineering, ITS, Kampus ITS Surabaya, 60111, Indonesia.
Vol. 33 (2013), p. 251-258 [12] Ting-Hao Yeh, Ven-Gen Lee: Materials Science and Engineering A.

Study on the Floor Damage Model of Hybrid Structure under Seismic Excitation Shan-suo Zheng1,a, Wen-ping Cao 1,b , Qing-lin Tao1,c and Pi-ji Hou1,d 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, bcaowenping_116@126.com, ctql6551@163.com, dhoupiji@163.com Keywords: SRC Frame-RC core wall hybrid structure; Numerical Simulation; the moving and transforming of damage; Weighting Coefficient Method; floor damage mode Abstract.
References [1] Yong-Ji Park: J. of Structural Engineering, Vol. 111(1985), p.722-739
[3] Hong-quan Li, Li-hong Lei and Xi-lin Lv: J. of Nanjing Construction Engineering Institute, Vol. 3(1998), p.10-16
[5] Bin Wang, Shan-suo Zheng: J. of Engineering Mechanics, Vol. (2010),p.37-43.

Sisal Fiber as Steel Bar Replacement of Lightweight Concrete under Flexural Loading MURTIADI Suryawan1, a*and AKMALUDDIN1,b 1 Department of Civil Engineering, Mataram University, Indonesia a*s.murtiadi@unram.ac.id, bakmaluddin@unram.ac.id Keywords: Sisal, reinforcement, lightweight concrete, beam, flexure Abstract.
Gazalba: Hybrid Reinforced Concrete Frame Building With Pumice Brick Masonry Infill Under Statics Lateral Loading, International Journal of Engineering and Technology, Vol. 2 No. 8, pp. 1482-1491, IJET Publications UK (2012) [3] S.
Murtiadi: Review of Indonesian Standard for Concrete Building Subjected to Fire, Procedia Engineering, Vol. 54, pp. 668-674, Elsevier (2013) [4] A.
Murtiadi: Hybrid Precast Concrete Column and Sandwich Beam under Static Loading, Procedia Engineering, Vol. 54, pp. 268-298, Elsevier (2013) [7] S.

Scheme A: keeping the groundwater exploitation unchanged under the existing hydraulic engineering conditions, predicting the change of groundwater system level and fluorine transport tendency, predicting time is 20 years; scheme B: the precondition is the population increase and agriculture and industry developed plan of the model area, based on the existing hydraulic engineering, groundwater exploitation of agriculture increased 10%, deep groundwater exploitation increased 5%, predicting he change of groundwater system level and solute transport tendency, predicting time is 20 years.
[2] Cui zhendong, Tang yiqun, Yan xuexin, etc, Numerical Simulation of Groundwater Flow and Quality, vol.31 (1) Journal of Civil, Architectural & Environmental Engineering, 2009, pp.120~124
[3] Ye weimin, Jin qi, etc, Review on advance in experimental study of pollution dispersion in groundwater, vol.36 (2) Journal of Hydraulic Engineering, 2005, pp.251~255