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Development of Recurrent Neural Network Model for Bridge Effect Detection by Various Fibers Incorporated in Fiber-Reinforced Concrete Dongwook Kim1,a, Sung-gul Hong2,b 1Department of Architecture & Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Republic of Korea 2Department of Architecture & Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Republic of Korea acriskim05@snu.ac.kr, bsglhong@snu.ac.kr Keywords: Fiber-Reinforced Concrete(FRC), Durability, Bridge Effect, Image Data Amplification, Recurrent Neural Network (RNN), Crack Detection Abstract.
Engineering Structures, 176, 324-336
International Journal of Civil Engineering, 19, 1179-1194
Journal of aerospace engineering, 24(2), 154-161

Analysis the Condition of RazakSAT based on Attitude Sensor of Atttitude Determination System Data Mohd Zamri Hasan1, a, Sazali Yaacob2,b, Amran Ahmed3,c, Shamshul Bahar Yaakob4, d,Muhd Hafizi Idris4 , e, Md Azlin Md Said5, f 1Faculty of Engineering Technology, 2School of Mechatronic Engineering, 3Institute of Mathematical Engineering, 4School of Electrical System Engineering, University Malaysia Perlis 5School of Civil Engineering, Universiti Sains Malaysia azamrihasan@unimap.edu.my, bs.yaacob@unimap.edu.my, camranahmed@unimap.edu.my, dshamshul@unimap.edu.my, ehafiziidris@unimap.edu.my, fecazlin@usm.my Keywords: Attitude Determination System, RazakSAT, Sun Sensor, Magnetometer, Gyroscopes Abstract-Attitude determination system (ADS) is a process of computing the orientation of the satellite to make sure that the orientation is relative to inertial references frame.

Stress Analysis in the Combination of Footplate and Caisson Foundation NIKEN Silmi Surjandari1, YUSEP Muslih Purwana2, RENSIA Erlyana Majid3 1, 2, 3) Department of Civil Engineering, Sebelas Maret University, Jl.
Introduction The determination of the type and dimension of foundation has been an interesting object of the study for the engineer to obtain the most economic value i.e the highest bearing capacity with the reasonable cost.
The placement of caisson underneath the footplate contributed to the decease in settlement risk. [5] Based on afformentioned background, the study on combined footplate-caisson foundation is very important to obtain the thoretical basis for the engineer to design a foundation.
References [1] Der-Guey Lin and Zheng-Yi Feng, A Numerical Study Of Piled Raft Foundations, Journal of the Chinese Institute of Engineers, 2006
Small, and H.Chow, Pile Raft Foundations to Tall Buildings, Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2011

Lin6,e 1 Department of Textile Engineering, Chinese Culture University, Taipei 111, Taiwan, R.O.C. 2 Department of Land Management, Graduated Institute of Textile Engineering, Feng Chia University, Taichung 407, Taiwan, R.O.C. 3 Hsinnjy Industrial Co., Ltd, Nantou 540, Taiwan, R.O.C./ Center for General Education, Central Taiwan University of Science and Technology, Taichung 407, Taiwan, R.O.C. 4 Center for General Education/ Institute of Biomedical Engineering and Material Science, Central Taiwan University of Science and Technology, Taichung 406, Taiwan, R.O.C. 5 Hsinnjy Industrial Co., Ltd, Nantou 540, Taiwan, R.O.C. 6 Laboratory of Fiber Application and Manufacturing, Graduated Institute of Textile Engineering, Feng Chia University, Taichung 407, Taiwan, R.O.C.
Introduction Within civil engineering applications confinement with cellular systems (prevention of horizontal movement) substantially improves the material shear strength and improves bearing capacity.

The Relationship Between Retaining Wall Deformation and Earth Pressure in Deep Excavation Sheqin Peng1, a, Qihua Zhao1,b , Ziyang Chen1,c 1State Key Laboratory of GeoHazard Prevention and GeoEnvironment Protection(Chengdu University of Technology)/College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China apsq306@163.com, bzhqh@163.com, ctj2011czy@163.com Keywords: deep excavation, Earth pressure, Retaining structure and soil interaction Abstract.
It was obvious that the anchor foundation engineering is one of the most important projects for this bridge.
Engineering geological condition.
All above conclusions tied up with real conditions of engineering.
Chinese Journal of Geotechnical Engineering, Vol.20, No.6, Nov. (1998) 　 [4] Rizzo, P.C., R.D.

Optimal Layout of Pipe Network of District Cooling System in Shanghai EXPO Park Xiaoping Feng1, a, Hangming Wu2,b, Weiding Long3,c 1School of Environmental & Civil Engineering, Jiangnan University, Wuxi 214122, China 2The Institute of Jiangnan Calculation Technology, Wuxi 214084, China 3Sino-German School of Applied Sciences, Tongji University, Shanghai 200092, China afxp_99@126.com, bwhm_56@126.com, cweidinglong163@163.com Key words: Shanghai EXPO Park, Single Parent Genetic Algorithm, District Cooling System, Optimal Layout.
However, layout of pipeline network in practical engineering should take roads, build-ups and something else into consideration to choose optimal or suboptimal scheme.
Advances in Engineering Software.2001,(32): 467-475 [4] Lukaishen, luhuaming.
Journal of Hydraulic Engineering, 2001,(6):14~18 [9] Zhou Rongm in, Lei Yanfeng, Genetic optimization layout and artificial neural networks optimal design of pressurized tree water-pipe network, Transactions of the Chinese Society of Agriculture Engineering, 2002,18(1):41~44
[12] Ministry of Construction of PRC.National municipal engineering investment estimation index HGZ47-103-96, Shanghai Science popularity Press, 1996:20-36

Tests Before and After Reinforcement of Tujiazui Bridge Xuyong Chen School of Environment & Civil Engineering, Wuhan Institute of Technology, Wuhan, China cxy1314kl@126.com Key Words: Two-way Curved Arch Bridge, Reinforcement, Finite Element, Test Abstract: This paper is aimed to verify the effects of reinforcement by tests before and after reinforcement of a two-way curved arch bridge with a clear span of 70m.
Master’s degree thesis of Huazhong University of science and technology.2007 [3] The consultation and supervision centre of highway engineering of Hubei province.
The load test Report of Tujiazui bridge in Ezhou.2002 [4] The consultation and supervision centre of highway engineering of Hubei province.
Engineering Journal of Wuhan University. 2005, 38 (5):88-93 [7] Wang zhenling.
Investigation of the theory and experiment of bond between new and old concretes applying in bridge strengthening engineering.

A Simple Analytical Approach for Creep Analysis of EB-FRP Systems Hugo Biscaia1,a and Carlos Chastre2,b 1UNIDEMI, Department of Mechanical and Industrial Engineering, FCTUNL, Quinta da Torre, 2829-516 Caparica, Portugal 2CERIS, Department of Civil Engineering, FCTUNL, Quinta da Torre, 2829-516 Caparica, Portugal ahb@fct.unl.pt, bchastre@fct.unl.pt Keywords: Creep; Bonded joints; CFRP; concrete; Analytical model Abstract.
Chastre: Engineering Fracture Mechanics Vol. 190, (2018), p.435-460
Savoia: Advances in Structural Engineering Vol. 12(5) (2009),p.651-661
Yu, et al: Composites Part B: Engineering Vol. 43 (2012), p. 2279-2289
Yao: Engineering and Structures Vol. 26, Issue 5 (2004), p. 553-565

Damage evolution of concrete by electrical resistivity monitoring methods LU Shuang1,3, a *, ZHOU Lina2,3,b and WANG Zheng2,3,c 1 State Key Laboratory of Frozen Soil Engineering, Lanzhou, 730000, China 2 Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology), Ministry of Education, Harbin, 150090, China 3 School of Civil Engineering, Harbin Institute of Technology, Heilongjiang, Harbin, 150090, China ahitlu@126.com, bthewholeworld4@163.com, cwangz58@163.com Keywords: leaching; hydraulic concrete; coupling effect; EALM; damage evolution; EIS; electrical resistivity measurement Abstract.
After coupling test, the electrical resistivity of concrete matrix decreases over 50% which is non-ignorable for practical engineering.The results of SEM photography are in good agreement with the calcium oxide dissolution mass.
Summary This work is funded by the State Key Laboratory of Frozen Soil Engineering (SKLFSE201307).
Master of Engineering, Hohai University, Nanjing, China, May, 2007
Master of Engineering, Harbin Institute of Technology, Harbin, China, June, 2011.

Analysis and Design of a FBG Intelligent Flexible Structure Based on Orthogonal Curvatures Sun Bing, Zhu Xiaojin*, Qiao Xiaoping, Jiang Lina, Yi Jincong School of Mechatronics Engineering & Automation, Shanghai University, Shanghai, 200072, P.R.
Measurement Science and Technology, 16(12), pp2415-2424, 2005 [3] Rupali Suresh, Swee Chuan Tjin, Nam Quoc Ngo, Application of a new fiber Bragg grating based shear force sensor for monitoring civil structural components.
Optics and Precision Engineering, 12(5), 2004, pp518-524 (in Chinese) [5] Fan Hongchao, Qian Jinwu, Zhang Yanan, et al: Vibration intelligent test of large-scale flexible surface.
Chinese Journal of Mechanical Engineering, 44(7), 2008, pp202-208 (in Chinese) [6] Stephan Rapp, Lae-Hyong Kang, Jae-Hung Han, Uwe C Mueller and Horst Baier, Displacement field estimation for a two-dimensional structure using fiber Bragg grating sensors.
Optics and Precision Engineering, 16(6), 2008, pp1087-1092 (in Chinese) [8] Zhu Xiaojin, Lu Meiyu, Zhao Xiaoyu, Fan Hongchao. 3D-Reconstruction Algorithm and Visualization Analysisfor Space Manipulator Vibration Shape.