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Amlus 3,c 12School of Electrical System Engineering, 3School of Business Innovation and Technopreneurship Universiti Malaysia Perlis (UniMAP) 02600,Arau ,Perlis azaidiabdullah@unimap.edu.my, bhafizaazizan@unimap.edu.my, charithamlus@unimap.edu.my Keywords: RF Remote Switch, wireless switch and home automation.
[2] C.Jin, G.Ding, ‘Electronic analysis of Green Building Technology based on Incremental Cost”, in Proceedings of 2011 International conference on Electronic Technology and Civil Engineering (ICETCE), pp.5888-5891, 2011 [3] Y.zhang, L.Ye, L.Zhu, Y.Lai, “A solution for low cost and High Performance Smart Home Networking”, in Proceedings of 2011 International conference on Engineering and Industries,pp.1-6, 2011

Study on the Deformation and Stability of Building Foundations in Mining Subsidence Areas Huabin CHAI1, a 1 School of Surveying and Land Information Engineering, Henan Polytechnic University, Jiaozuo Henan 454003 China achaihb@hpu.edu.cn Keywords: Coal Mine, Mining Subsidence Area, Further Deformation, Building Foundation, Stability.
Engineering geological conditions Distribution of geological structure.
References [1] Tomaz Ambroz ic, Goral Turk.Journal of Civil and Geodetic Engineering, Vol.24 (2001),p.202 -205

Groundwater baseline quality in the Minqin Basin, NW China Tianming Huang1, 2, a, Jilai Liu3, 2, b, Gang Wang4, c 1 State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China 2 Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China 3 Hydrogeology and Engineering Geology Team of Beijing, Beijing 100037, China 4 College of Water Conservancy and Civil Engineering, Shandong Agriculture University, Tai’an 271000, Shandong, China a tmhuang@mail.iggcas.ac.cn, b 16435400@qq.com, c gwang@sdau.edu.cn (corresponding author) Keywords: Groundwater quality, Baseline, Groundwater age, Minqin Basin Abstract.

An Experimental Analysis of Bending Behavior of Sandwich Constructions for Transport Industry FOJTL Ladislav1,a*, RUSNÁKOVÁSoňa1,b, ŽALUDEK Milan1,c and RUSNÁK Vladimír2,d 1FT TBU in Zlín, Department of Production Engineering, 760 05 Zlín, CzechRepublic 2VŠB –TechnicalUniversity of Ostrava, Faculty of Metallurgy and Materials Engineering, 708 33 Ostrava-Poruba, Czech Republic afojtl@ft.utb.cz, brusnakova@ft.utb.cz, czaludek@ft.utb.cz, dvladimir.rusnak@form-composites.com Keywords: sandwich construction, prepreg,foam, honeycomb, bending stiffness, bending strength Abstract.In this work the mechanical performance of various sandwich constructions with respect to core material were experimentally evaluated.
Introduction Sandwich constructions are well known materials used in aerospace, transport industry and also in civil engineering.

., Organizational-and-Engineering Support of Urban Area Redevelopment Taking into Account Area Ecological Monitoring (Monograph), Rostov State University of Civil Engineering, Rostov-on-Don, 2012
Pseunova, Conceptual studies of Urban Environment Quality Improvement Problems, Construction Engineering Journal. 982 (2016) 50-51.

Study on Damage Assessment of Reinforced Concrete Structure after Fire Yongjun Wanga, Zhenqing Wang b, Linan Zhuc and Hongqing Lvd College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China awangyongjun@hrbeu.edu.cn, bwangzhenqing@hrbeu.edu.cn, capple-zln@163.com, dlvhq@hrbeu.edu.cn, Keywords: Fuzzy mathematics; reinforced concrete structure; fire; damage assessment Abstract.
Journal of Naval University of Engineering(2007)

Experiment on Ultimate Shear Strength Parameters of Bolt Anchored Section GU Shuan-chen1, a and YE Gen-fei2, b 1College of Architecture and Civil Engineering Xi’an University of Science and TechnologyXi’an, China 2Sales Departments Xi’an Branch of China Coal Research Institute line 3: Xi’an, China akjdxjgxy@163.com, b Ygfyhw98@vip.sina.com Keywords: P-S curve; Pull-out test; Ultimate shear strength; Shear displacement Abstract.
Introduction Anchor is an effective reinforcement and has been widely used in geotechnical engineering and mining.
[6] Zhang Jiru, Tang Baofu, “Hyperbolic function model to analyze load transfer mechanism on bolts,” Chinese Journal of Geotechnical Engineering, Vol. 24 No.2, pp. 188-192, Mar. 2002

Calculation of Design Flood for Small Watershed of Miaoyuanxi Stream Junping Liu a, Junzhi Zhang and Weibin Yuan College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310032,China aljp23@zjut.edu.cn (corresponding author) Keywords: Small Watershed,Rational Formula ,Design Flood,Peak Discharge.
ArcGIS, after having completely integrated GIS and database, software engineering, artificial intelligence, network technology and other main computer technologies, has successfully launched the full line GIS products representing the highest technical level of GIS[6].
Journal of Hydraulic Engineering. 4（2010）458-463.

Crack Formation and Strength of Fire Damaged Concrete Beam Srisoros W1, a, Kaewpetch K2,b , Ariyasuk P3,c and Chokcharoenmahasarn A4,d 1,2,3,4Department of Civil Engineering, Kasetsart University, Thailand afengwrps@ku.ac.th Keywords: Fire Damaged Concrete, Rigid-Body-Spring-Model, Crack Formation Abstract.
Nuclear Engineering and Design, Vol. 48 (1978), p. 207-229
[4] M Matsudo: Mechanical properties of high strength concrete at high temperatures: Journal of Structural and Construction Engineering (AIJ), Vol. 73, No. 624 (2008), p.341-347

Heterogeneous Strategy and Its Application in an Improved Micro-Genetic Algorithm YAN Le-wei1, a , CHEN Yang-yang 2,b 1 School of Civil Engineering, Guangzhou University, Guangzhou, China 2 Earthquake Engineering Research and Test Center; Guangzhou University, Guangzhou, China aylw21@139.com, b chenyangyang2007@gmail.com Keywords: heterogeneous strategy; micro genetic algorithm; adaptive random mutation; arithmetic cross; real code.
For engineering optimization problems, the main computing cost concentrated on the calculation of the fitness value.