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Alom1,e 1Department of Civil Engineering, University of Asia Pacific (UAP), Dhaka-1205, Bangladesh 2Faculty of Civil Engineering, Dresden University of Technology, 01187 Dresden, Germany ajihad.miah@uap-bd.edu, bmohammad_shamim.miah@tu-dresden.de and mshamim@uap-bd.edu, cnila.uap@gmail.com, dshams4pagla@gmail.com, ealama8674@gmail.com Keywords: Steel slag aggregate, Brick aggregate, Concrete, Compressive strength, Porosity.
Guo: Applications of steel slag powder and steel slag aggregate in ultra-high performance concrete, Advances in Civil Engineering Vol. 2018 Art.
Ikemefuna: Performance of steel slag aggregate concrete with varied water- cement ratio, Jurnal Teknologi (Sciences & Engineering) Vol. 78:10 (2016), p. 125–131

Study on Calculation Theory of Elastic Flexural-torsional Buckling Bearing Capacity for Castellated Beams Xiangrong Chen 1, a, Hailong Yuan 1,b, Xing Chen1,c, Zhenwen Liu1,d 1 School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China email: acxr90@126.com, byzl8801@126.com, ccx0411@sina.com, dhippohappy@163.com Keywords: castellated beams; elastic flexural-torsional buckling; calculation theory; influence factors Abstract: The structure of castellated beams is complex, using the computation theory of elastic flexural-torsional buckling of H-shaped beams to study the elastic flexural-torsional buckling strength of castellated beams under different loads, based on simplifying the section's eigenvalues.
Introduction Castellated beams are made by cutting the I beams or H-shaped beams along the dog-leg path on the web and rejoining the two halves by welding, which are widely used in practical engineering as the superior mechanical properties and yield good economic returns.
[3]KNOWLES P R:Proceedings ofthe Institution of Civil Engineers, 1991,90(1):521-536
[5] Zhaoyang Zhou andYunfen Zhou: Journal of Architecture and Civil Engineering, 2008,25(1): 102-106

Akil 2, b 1School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia 2School of Materials & Mineral Resources Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia aatn_en@yahoo.com, bcebad@usm.my, chazizan@usm.my Keywords: rubberized concrete, steel fiber concrete, impact energy, drop weight impact.
Abdel-Hameed, Mechanical, fracture, and microstructural investigations of rubber concrete, J. of Materials in Civil Eng. 20 (2008) 640-49
Cahill IV, Correlation of strength, rubber content, and water to cement ratio in rubberized concrete, Canadian J. of Civil Eng. 32 (2005) 1075-81.

Effect of Alkaline Activator Ratio to Mechanical Properties of Geopolymer Concrete with Trass as Filler PUPUT Risdanareni 1, a EKAPUTRI Januarti Jaya 2, 3, b and MOHD MUSTAFA Al Bakri Abdullah3,c 1Department of Civil Engineering, UM, Jalan Semarang no. 5 Malang, Indonesia 2Department of Civil Engineering, ITS, Kampus ITS Surabaya 60111, Indonesia 3Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
J, Triwulan, Jurnal Teknik Sipil ITB Vol 20 No.1 (2013) [7] Habert, G., d'Espinose de Lacaillerie, J.B., Roussel, N,Journal of Cleaner Production 19, 1229–1238 (2011) [8] Hardjito, D., Wallah S.E., and Rangan B.V., Civil Engineering Dimension, Vol. 6, No. 2, pp. 88–93 (2004)

Kabanov1,a* 1Moscow State University of Civil Engineering, 26 Yaroslavskoye sh., Moscow, 129337, Russia akabanovvn@yandex.ru Keywords: Building processes, reliability, the curve of accumulated probabilities, productivity, intensity.
Makarov, The theory of fuzzy sets at the stages of modeling the organization of building processes for the erection of multi-storey buildings, Industrial and civil construction. 6 (2016) 66 - 71
Kobylev, Use of cluster analysis to improve the reliability of engineering networks, Proceedings of the Voronezh State Technical University. 11 (2012) 141 - 145
Kazaryan, Innovative representation normative support in high-rise construction, Procedia Engineering. 91 (2014) 368-372
Velichkin, Management and reliability of the implementation of construction programs, Magazine of Civil Engineering. 7 (2014) 74 - 79.

Plastic Shrinkage of Concrete – Measurement and Method for its Reducing STASTNIK Stanislav1, a *, NOVACEK Jaroslav2,b and HUBACEK Adam1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic 2Profibaustoffe CZ, Videnska 113c, 619 00 Brno, Czech Republic astastnik.s@fce.vutbr.cz, bjaroslav.novacek@profibaustoffe.cz, chubacek.a@fce.vutbr.cz Keywords: Plastic shrinkage, drying, polymer fibres, contactless method.
BUT Brno, Faculty of civil engineering, supervisor S.Stastnik
Faculty of civil engineering, Institute of Geodesy, 2010 [6] J.
Praha: For the Czech Chamber of Certified Engineers and Technicians in Construction, Information Center issued ČKAIT, 2009, 342 s.

Rapid Indicators in Detecting Variation of Fly Ash for Making HVFA Concrete Antoni1,2,a, Rianto Gunawan3,b and Djwantoro Hardjito1,2,c 1Department of Civil Engineering, Petra Christian University, Indonesia 2Center of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis, Malaysia 3Postgraduate Program in Civil Engineering, Petra Christian University, Indonesia aantoni@petra.ac.id, brian.go88@gmail.com, cdjwantoro.h@petra.ac.id Keywords: Fly ash, pH, HVFA, Superplasticizer demand, Temperature, Setting time, Strength.
Civil Engineering Dimension, (2015) 17 (1). pp. 38-43.

Solar Assisted Heat Pump System for Floor Heating Ximing Zhang 1, a, Donghui pan 2,b and Qingbo Zhang 3,c 1Jilin Institute of Architecture and Civil Engineering, China 2Jilin Institute of Architecture and Civil Engineering, China 3Jilin Institute of Architecture and Civil Engineering, China azhangxm1999@163.com, bpandonghui0923@163.com, cpandonghui0923@163.com Keywords: SAHP; energy saving; environment protection; floor heating Abstract.
The solar collector is an important part of solar heat engineering.
Its expenses and performance play an important role in solar heat engineering.
The average heat load (Qk) in a saving energy building attains up to 195327kJ/day during the coldest moth based on actual heat-engineering tests.

Intelligent System Intelligent system: 1) Intelligent system integration 2) Construction equipment management system 3) Integrated wiring system 4) Computer network system 5) Parking management system, parking guidance system 6) Public broadcasting and background music system 7) Information display system, 8) Intelligent lighting system 9) Closed-circuit television monitoring system, anti-theft alarm system 10) Access control and attendance system 11) Patrol management system 12) Cable television system and satellite TV system 13) Passenger flow statistical system 14) Energy monitoring and management system 15) Room systems engineering 16) Automatic meter reading system 17) Property management system Intelligent System Integration Complex project should be "decentralized control, centralized management" as the guiding ideology.
References [1]"The compulsory provisions of engineering construction standards (building)" (2013 Edition) [2]"Specification" for electrical design of civil buildings JGJ 16-2008 [3]"Technical specifications" cable TV system engineering GB50200-94 [4]"Systems engineering technical specifications" civil closed circuit monitoring TV GB50198-2011 [5]"Specification" for engineering design of generic cabling system GB 50311-2007 [6]"Standard" design of intelligent building GB/T50314-2006 [7]"Specification" safety and prevention engineering GB50348-2004 [8]"Standard" design of electronic information system roomGB50174-2008 [9]"Technical specifications" lightning protection of electronic information system of building GB 50343-2012 [10]"Code for design of fire in high-rise civil buildings" (2005 dition) GB50045-95

Monitoring of Electric Current During Electrokinetic Stabilisation Test for Soft Clay using EKG Electrode Saiful Azhar Ahmad Tajudin1,a *, Ian Jefferson2,b, Aziman Madun3 , Mohd Hazreek Zainal Abidin4, Mohamad Faizal Tajul Baharuddin5, Mohd Adib Mohammad Razi6 1,3,4,5,6 Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, Malaysia 2School of Civil Engineering, University of Birmingham,UK asaifulaz@uthm.edu.my*, bi.jefferson@bham.ac.uk Keywords: Electrokinetic Stabilisation, Soft Clay, Electrokinetic Geosynthetic, Electroosmosis.
Ahmad Tajudin: Electrokinetic Stabilisation of Soft Clay, School of Civil Engineering, University of Birmingham, UK, (2012)
Abdul Kadir: Physical properties of treated soft clay by using electrokinetic stabilisation method, Soft Soil Engineering International Conference, (2013)
Gary: A review of electrokinetic treatment technique for improving the engineering characteristic of low permeable problematic soil, Int.
Yeung: Contaminant Extractability by Electrokinetics, Environmental Engineering Science, vol. 23 (1), (2006) p. 202 – 224