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A Study on the Application of Artificial Neural Networks on Green Self Consolidating Concrete (SCC) under Hot Weather AL KHATIB Mohamed1, a and AL MARTINI Samer 1,b * 1Department of Civil Engineering, College of Engineering, Abu Dhabi University, Abu Dhabi, UAE a1011954@students.adu.ac.ae, bsamer.almartini@adu.ac.ae Keywords: Self consolidating concrete, neural networks, hot weather feed-forward back-propagation, cascade-forward back propagation.
The neural network has been recently employed in various civil engineering applications to predict several parameters such as compressive strength and slump flow of self-consolidating concrete [7,8,9], to predict rutting performance of nano-modified hot-mix asphalt mixtures [10], to predict compressive strength of ready mix concrete [11].
Nagar, Modeling and analysis of concrete slump using hybrid artificial neural networks, International Journal of Civil, structural, Construction and Architectural Engineering, (8), (No. 9) 2014
Diawara, Influence of combined transportation time and temperature on flow properties of self-consolidating concrete," ASCE Journal of materials in Civil Engineering, 2014

Optimal Design of Flat Tensegrity Structure Based on the Genetic Algorithm Chengjiang LU1, a, Xiaodong WANG1, b, Zhifeng WU2,c 1 School of Architecture and Civil Engineering, Harbin University of Science and Technology, Heilongjiang Harbin 150080, China 2 School of Civil Engineering, Harbin Institute of Technology, Heilongjiang Harbin 150090, China aluchengjiang@hrbust.edu.cn, bwangxiaodong-hit@126.com, cwuzf@hit.edu.cn Keywords: flat tensegrity structures, genetic algorithm, optimal design, prestressed state Abstract: Engineering application of the flat tensegrity structures was studied based on the genetic algorithm.
For engineering application of the flat tensegrity structures, it is more actual significance that consider mutual influence and constraints of prestressed state and components than independent optimization.
Practical method of engineering structure and system aseismic optimum design.

Ensuring durability of concrete pipe sewers in operation // Donbas National Academy of Civil Engineering and Architecture.
Problems inspection of construction showing signs of biological damage // Journal of Civil Engineering magazine.
Petersburg // Journal of Civil Engineering magazine.
Experimental study on creep of new concrete mixtures//Civil Engineering '11 - 3rd International Scientific Conference, Proceedings, 3, pp. 20-26.

Academic Journal of Civil Engineering: for the 3rd ICBBM, v. 37, n. 2, p. 102-106, 2019
Journal of Building Engineering, v. 32
Journal of Building Engineering, 2021
Composites Part B: Engineering, 158, 406-418. 2019
REEC - Revista Eletrônica de Engenharia Civil, 2017

Analysis of the Relationship between Project Manager’s Leadership Style and Construction Project Success in Aceh Anissa Fani Nabila1,a, Cut Zukhrina Oktaviani2,b* and Alfa Taras Bulba3,c 1-3Faculty of Engineering , University Syiah Kuala afanyannabila01@gmail.com, bcut.zukhrina@usk.ac.id, calfatarasbulba@usk.ac.id *cut.zukhrina@usk.ac.id Keywords: construction success, project manager, leadership style Abstract.
Rizki, “Analysis of Project Success on the Influence of Project Managers on Guest House Construction in Parepare City,” MACCA civil engineering journal, vol.
Gordo, “Study of Important Factors for Project Managers in the Construction Process of Tall Buildings in Central Jakarta,” National Civil Engineering Seminar, Faculty of Engineering, Muhammadiyah University, Surakarta, 2019, [Online].
Civil Univ.
Civil, vol. 10(2), 156, 2014

The Application of Multi-Node Cable Element Sun Xiao-yu 1, a , Wang Zhen-qing 1, b 1 College of Aerospace and Civil Engineering of Harbin Engineering University, Harbin, Heilongjiang, P.
ntroduction The Cable systems play an important role in many civil engineering structures including transmission lines,guyed towers, cables-stayed bridges, suspension bridges and some space structures.

The Application of Construction Company Selection with Multi-Attribute Decision Making Model under the Uncertain Condition YUAN Chun-yan 1, a, LI Hui-min 2,b 1 Department of Civil Engineering University of Chang’an Xi’an, Shan xi Province, China 2 Department of Civil Engineering University of Architecture and Technology Xi’an, Shan xi Province, China a jancyer@163.com, b Li_huimin2005@126.com Key words: dissymmetry information, fuzzy decision-making model, company selection Abstract.With the development of the industry of building safety on the strength and rehabilitation, the safety management institution is dissymmetry with the construction company in message.
Engineering theory and application of vague set[M].Peiking: national defencing industry press , 1998(1): 188~196 [3] Ye fei, Sun dongchuan.

Study on Model of Back-filled Grouting of Shield Tunnel Daoyuan Wang1,2,a, Dong Li3,b and Jinxiu Yuan1,c 1Department of Civil Engineering, Hebei Jiaotong Vocational and Technical College, Shijiazhuang Hebei China 050091 2School of Civil Engineering, Southwest Jiaotong University ,Chengdu Sichuan China 610031 3China Railway 14th Construction Bureau co.ltd, Jinan Shandong China 250014 awtg-888@163.com, blidong007106@163.com, cxiugirl2007@163.com Keywords: shield; back-filled grouting; time-dependent behavior;diffusion model Abstract: Basing on the theory of maag cylindrical diffusion, back grout diffusion radius and grouting pressure formula of shield tunnel were derived in two cases of the viscosity time-dependent behavior or not.The distribution law of diffusion radius and the pressure to segments were obtained by applicating the spreading model in some project.The results show that grout diffusion radius and grouting pressure both increase with the increasing of grouting time
Chinese Journal of Rock Mechanics and Engineering, 2005,24(s1):5086－5089.

The influence of polymer and organic fiber on the strength of light aggregate concrete Liguang XIAO 1, a, Gang LIU1,b, Yuan LI2,C 1School of Materials Science and Engineering, Jilin Institute of Architecture and Civil Engineering, Changchun,130118,China 2China Water Northeastern Investigation, Desiign and Research Co.
References [1] Liguang Xiao: Journal of Jilin Institute of Architecture and Civil Engineering Vol .29(2012), p.1 [2] Lijiu Wang, Shuzhong Zhang: Cement and Concrete Research Vol .35(2005), p. 931 [3] Liguang Xiao: Journal of concrete Vol..4(2003), p.60 [4] Liguang Xiao: Journal of Wuhan University of Technology-Mater, Sci.

Experimental Verification of Demountable Precast Column System POLÁK Aleš1, a * 1Department of Building Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic aales.polak@fsv.cvut.cz Keywords: precast column system, demountable joints, experimental analysis Abstract.
Introduction Solution of load-bearing precast column system consisting of bar elements and floor elements creates prerequisite for achieving high variability of composition and design solution of structure and therefore fulfills the demanding requirements for residential houses, civil houses and manufacturing houses.
Zigler, Dismantleable Joints of Load-bearing Reinforced Concrete Units of Prefabricated Concrete Building System with Controlled Stiffness, in: CRC Press/Balkema, Research and Applications in Structural Engineering, University of Cape Town, Cape Town, 2013, pp. 1503–1506
Zigler, A Precast Reinforced Concrete System with Controlled Dynamic Properties, in: ISEC Press, Sustainable Solutions in Structural Engineering and Construction, Kasetsart University, Bangkok, 2014, pp. 227–232.