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A New Approach Hybrid Based in Artificial Neural Networks to Detection and Classification of Failures in Aeronautical Structures Simone Silva Frutuoso Souza1, a *, Fernando Parra dos Anjos Lima1,b, Fábio Roberto Chavarette2,c 1Electrical Engineering Department, Faculty of Engineering of Ilha Solteira (FEIS) 2Mathematics Department, UNESP – Univ.
Estadual Paulista, Faculty of Engineering of Ilha Solteira, Av.
Tan, Damage Diagnosis for Complex Steel Truss Bridges Using Multi-Layer Genetic Algorithm, Journal of Civil structural Health Monitoring, Springer-Verlag, p. 117–217, (2013)

Performances of Artificial Lightweight Geopolymer Aggregate (ALGA) in OPC Concrete Rafiza Abdul Razak1,a, Mohd Mustafa Al Bakri Abdullah2,b, Kamarudin Hussin3,c, Khairul Nizar Ismail4,d, Djwantoro Hardjito5,e, and Zarina Yahya6,f 1,2,3,7Centre of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), 01000, P.O.
Box, D/A Pejabat Pos Besar, Kangar, Perlis, Malaysia 4School of Environmental Engineering, Universiti Malaysia Perlis (UniMAP), 02600 Jejawi, Perlis, Malaysia 5Civil Engineering Department, Petra Christian University, Jalan Siwalankerto 121-131, Surabaya 60236 Indonesia arafizarazak@unimap.edu.my, bmustafa_albakri@unimap.edu.my, cvc@unimap.edu.my, dnizar@unimap.edu.my, edjwantoro.h@peter.petra.ac.id, fzarinayahya@unimap.edu.my Keywords: geopolymer, artificial lightweight geopolymer aggregate, compressive strength, density.
Civil Eng.

Al-Baghdadi2,b 1Department of Civil Engineering, College of Engineering, University of Baghdad, Baghdad, Iraq amreawa53@gmail.com, bhayder.baghdady@gmail.com Keywords: NSM; CFRP; flexural behavior; RC members; damaged RC members; Retrofitting.
Alexandria Engineering Journal, 55(2) 2016 1497-1505

The Conceptual Design of High-rise Structures Mingchen Xue1, a, Yongsheng Zhao 1,b 1 School of Architecture ＆ Civil Engineering, Liaocheng University, Shandong, China 252059 a xuemingchen@lcu.edu.cn , b zhaoyongsheng@lcu.edu.cn Keywords: Concept Design, Structural System, The Layout of Level Elevation, Seismic Defense Lines Abstract: In this paper, the contents, meaning and importance of conceptual design in the high-rise building structure design are explored from the following respects: structural system, facade layout and multi-channel seismic line.
Introduction Conceptual design is the introduction of basic, comprehensive, global and critical design principles, rules and methods, which is structure engineers using their knowledge of mechanics and engineering experience, from countless accidents, seismic damage, simulation, and using the experience of earthquake damage summed up [1].

Numerical Analysis on Settlement Law of an Underpinning Structure Composed of Piles and Beams Qiang Jia a, Fang Gu b (School of Civil Engineering, Shandong Jianzhu University, Jinan 250014, China) ajiaqiang@sdjzu.edu.cn, bgufang19861213@126.com Keywords: Underpinning Structure Composed Piles and Beams; Numerical Analysis; Differential Settlement.
Review of Underpinning Method [C]Conference :International Symposium on Engineering Geology and the Environment,(Athens GRC)1997
Subwa y, 1992,Number:74 [3]Hongwei Wang.Pile foundation beam underpinning construction technology [J](In Chinese).Railway Construction.2002,(10): 28-31 [4] Hurong Yang, Zaitian Ke, Anxiong Deng.Big axial force pile underpinning monitoring analysis [J] (In Chinese).China Railway Science. 2004,25(3) [5] Li Zhang, Yi Fu.Pile and beam underpinning design new ideas for Shanghai Stadium interchange stations [J](In Chinese).Underground Engineering And Tunnels.2003,(4):13-16 [6] Zaitian Ke,Yan Gao, Shuzeng Zhang.The macro-axis force pile underpinning modle of Shenzhen Metro [J](In Chinese).China Railway Sciences. 2003,24(5):15-22 [7] Zaidao Yang.Research for big axial force foundation underpinning construction safety monitoring [D] (In Chinese).

Investigation of coal failure under triaxial compression by CT scanning Ruidong Peng1, a, Lili Shao2,b , Jinbo Lu2,b , Peng Wang2,c and Lingtao Mao1,d 1State Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing100083, China 2School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing100083, China aprd@cumtb.edu.cn, bsll199012@hotmail.com, cfbchawk@126.com, dmlt@cumtb.edu.cn Keywords: Coal ; triaxial compression ; CT; failure; damage.
Underground coal seams are usually at some certain of complicate stress state due to complex geology conditions and engineering perturbations.
For geotechnical engineering, CT techniques have advanced the modeling of numerical rock core and revealed the complex inner structure of rocks [5].

A Simulation Analysis Method for Crack Resistance of Hydraulic Concrete Based on Temperature-Stress Test Qiubo Kang1, a, Jiantong Ding2, b, Yin Bai1, c and Bo Chen1, d 1College of mechanics and masteries, Hohai University, Nanjing 210098, China 2State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering，Nanjing Hydraulic Research Institute, Nanjing 210024, China akang_qiubo@163.com, bjtding@nhri.cn, cybai@nhri.cn, dbchen@nhri.cn Keywords: Temperature; Stress; Temperature-stress testing machine; Crack resistance; Simulation analysis Abstract.
Hammer: published by Department of Civil and Mining Engineering Division of Structural Engineering (2001) [7] F.

Structural-acoustic Optimization of Laminated Composite Structures Based on Response Surfaces Method Chen Luyun a, Yang Nian b and Zhang Yufang c School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, PR China a cluyun@sjtu.edu.cn, b yangnian@sjtu.edu.cn, c zhangyf@sjtu.edu.cn, Keywords: Laminated composite; Structural-acoustic radiation; Stacking sequence; Experimental design; Genetic algorithm (GA); Response surface method (RSM) Abstract.
GA has received increasing attention for a wide range of engineering applications because of the versatile capabilities for both continuous and discrete optimization problems.
Engineering Analysis with Boundary Elements.Vol.35 (2011), pp.61-67

Possibilities of Experimental Determinations of the Modulus of Elasticity in the Early Stage of Ageing of Cement Composites HALAMOVÁ Romana1,a*, KOCÁB Dalibor1,b, KUCHARCZYKOVÁ Barbara1,c, DANĚK Petr1,d and MISÁK Petr1,e 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic aromana.halamova@vutbr.cz, bdalibor.kocab@vutbr.cz, cbarbara.kucharczykova@vutbr.cz, dpetr.danek@vutbr.cz, epetr.misak@vutbr.cz Keywords: Modulus of elasticity, cement composite, ultrasonic pulse velocity test, resonance method, static load test.
Lehký, Modelling of the service life of concrete structures under combined mechanical and environmental actions, Safety and Reliability of Complex Engineered Systems.
Misák, Experimental Analysis on Shrinkage and Swelling in Ordinary Concrete, Advances in Materials Science and Engineering. 2017(2017) 11p

Study of the Torsional Behavior of Aluminum Foam-Filled Galvanized Steel Tubes after High Temperature Wang Zhanguang1,a*, Wang Yang1,b 1Architectural and Civil Engineering Institute, Kaili University, Kaili 556011, China awzg3262396@163.com, b280244390@qq.com Keywords: Galvanized steel tube, Aluminum foam, Torsional load capacity, High temperature, Strength reduction factor Abstract.
Galvanized steel tube has a strong corrosion resistance, and is widely used in many fields such as fire engineering, gas transportation, petroleum processing, water conservancy, and engineering and residential constructions.