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References [1] Zong Zhouhong, Ren Weixin and Ruan Yi: Recent Advances in Research on Damage Diagnosis for Civil Engineering Structures.
China Civil Engineering Journal.
Dissertation, department of civil and environmental engineering.
Stanford University(2002) [4] Aftab A.: Structural Health Monitoring of Innovative Canadian Civil Engineering Structures.
Harbin Institute of Technology, School of Civil Engineering(2006)

Analysis of Flexible Roll Forming Process with Arc Shape Panel Ya-Zhang1, a, Dae-Hwan Yoon 1, b and Dong-Won Jung1, c * 1Department of Mechanical Engineering, Jeju National University, 1 Ara 1-dong, Jeju-si, Jeju 690-756, Republic of Korea azhangyajeju@foxmail.com, bjrydh@jejunu.ac.kr, c*jdwcheju@jejunu.ac.kr Keywords: Roll forming, Speed control, Spring-back, Flexible roll forming, Finite element Abstract.
As an economic profile product, roll forming products are widely used in transportation, engineering machinery, and civil construction because of their uniform sections, high strength, and low energy consumption[1].
Archives of Civil and Mechanical Engineering 8, 31-38 [3] JuanLiao, XinXue, Myoung-GyuLee, Frederic Barlat, Jose Gracio.

Application Of The Roof Leakage Infrared Detection Technology Xiao-wen Zeng1, a Yong-mei Zhang2, b 1,2College of Civil Engineering and Urban Construction, Jiujiang University，Jiujiang China a376959388@qq.com, b379022782@qq.com, Key words: leakage;infrared thermal imaging technology;testing Abstract:The infrared thermal imagery technology receives more and more attention in the civil engineering because of its unique advantages.
Proceedings of the SPIE - The International Society for Optical Engineering, v 446, 1984, p 82-94 [5] Zeng Xiaowen, Zhang Yongmei, Factors Affecting the Sensitivity in the Infrared Roof Leakage Detection [J], Journal of Yangtze River Scientific Research Institute, 2010.

Preface 2016 International Conference on Material Engineering and Application was held during August 19-21, 2016 in Hongkong.
The objective of ICMEA 2016 is to bring together academics, scientists, engineers, postgraduates and other professionals in the area of material science and engineering technology from all over the world.
Jung Kyu Ahn | Incheon National University Dept. of Civil and Environmental Engineering Committees Organizer Prof.
Jung Kyu Ahn | Incheon National University, Dept. of Civil and Environmental Engineering Associate Editors Prof.
Wistuba Michael P. | ISBS, Department of Civil Engineering, Pavement Research Group (Germany) Sponsor Incheon National University Incheon National University established a global campus by integrating two city council funded colleges into one in March 2010 and became a national university operated by the legal entity.

Comparison of Several Extreme learning Machine Algorithm for Modeling Concrete Compressive Strength Jian Tang1, a, Dong Yan1,b and Lijie Zhao2,c 1 Unit 92941, PLA, Huludao, China 2 College of Information Engineering, Shenyang University of Chemical Technology, Shenyang, China apowernature@126.com, bfrog_dongdong@126.com, csister_zhao@126.com Keywords: Extreme learning Machine, Partial Least Squares, Kernel Learning, regression modeling.
Modeling concrete compressive strength is useful to ensure quality of civil engineering.
Introduction Concrete is the most useful and important building materials in civil engineering.

Nashvile, Tennessee: The Structural Engineering Institute of the American Society of Civil Engineers, 2004,pp821-829 [7] Fleischman R B, Sumer A.
The design of cast steel joint and the application in engineering.
Cast steel nodes for the Ekofish 2/4J Jacket//Proceedings of the Institution of Civil Engineers: Structures and Buildings.
Proceedings of the Institution of Civil Engineers: Water Maritime and Energy, Vol.122(4)(1997),pp.112-126 [16] Hyde T H, Fessler H, Khalid Y A.
Proceedings of the Institution of Civil Engineers: Structures and Buildings, Vol.122(4)(1997),pp.379-389 [17] Fukumoto Toshiyuki, Hayami Yukio, Tanaka Naoki, et al.

Design Consideration of the Nonuniform Stress Distribution of Pultruded Structural Member under Compression Jin-Woo Choi1, a, Seungsik Lee2, b, Hyung-Joong Joo1, c, Chang-Won Kim3, d, Dong-Min Ok4, e and Soon-Jong Yoon1, f 1Department of Civil Engineering, Hongik University, 72-1 Sangsu-dong, Mapo-gu, Seoul 121-791, Korea 2 Korea Institute of Marine Science & Technology Promotion, 275-6 Yangjae-dong, Seocho-gu, Seoul, Korea 3Bezalel Construction Co., Ltd., 464-1, Seongnae-dong, Gangdong-gu, Seoul, Korea 4Daewoo Engineering & Construction Co., Ltd., Daewoo Center Building, 541 Namdaemun-no 5-ga, Jung-gu, Seoul, Korea ajinu385@hanmail.net, bdrslee@naver.com, chj5898@daum.net, dmindorinya@hanmail.net, e8912597@dwconst.co.kr, fsjyoon@hongik.ac.kr Key words: Buckling and post-buckling, Compression member, Pultruded structural shape, Form factor, Design, Buckling Experiment Abstract.
Among the structural composites, pultruded fiber reinforced polymeric plastic structural members are the most popular for the civil engineering applications because of the cost effectiveness.
Introduction Fiber reinforced polymeric plastic (FRP) structural shapes are readily available in civil engineering applications due to many advantages such as high specific strength and stiffness, high corrosion resistance, etc.

Study on Deformation Influence of Deep Foundation Pit Pile-anchor Supporting System Nearby Metro Structure Hua Peng1,a,Xiaoqi Xiao2,b and Zhiyong Dong1,c 1Beijing Jiaotong University ,School of Civil Engineering,Beijing 100044,China 2 Beijing Jiaoda Architectural Survey and Design Company Limited,Beijing 100044,China a hpeng@bjtu.edu.cn, b xxxxxxqqq@163.com, c dongzhiyong.1987@foxmail.com Keywords: Pile-anchor supporting system, Metro structure,Deformation,Deep foundation pit.
For this project, the civil defense door's requirement is more strict, therefore civil defense door's requirement（Max.2mm of differential settlement/horizontal movement from side to side) becomes the design requirements of the pile-anchor system.
[2] Wenhua Gao,Linde Yang,Pusheng Shen,Deformation forecast for foundation pit and enviromental protection around pit[J]Chinese Journal of Rock Mechanics and Engineering. 2001. (04).
[J]Building Construction.2007.(12) (In Chinese) [4]Jianxi Ren, Kun Zhang, Xinyan Chen, Chao Feng,Lixin Gao.Deformation laws of supporting structure for deep foundation pit of Olympic Park subway station[J].Chinese Journal of Geotechnical Engineering.2008.
(In Chinese) [6]Longchuan Kuang.Influence of construction of deep foundation pit on tunnels of metro[J].Chinese Jounal of Geotechnical Engineering.2000.(03).

Non-destructive Evaluation of Reinforcing Rebar Radius by Digital Image GPR Technique Che Way Chang1, a*, Chen Hua Lin2, b, Shyi Lin Lee3, Ping-Huang Chen2, Ching Cheng JEN4, Huei Lin Chen5 1Professor, Department of Civil Engineering, Chung Hua University, R.O.C 2Assistant Professor, Department of Civil Engineering, Chung Hua University, R.O.C 3Associate Professor, Department of Civil Engineering, Chung Hua University, R.O.C 4PhD Candidate, Department of Civil Engineering, Chung Hua University, R.O.C 5Graduate, Department of Civil Engineering, Chung Hua University, R.O.C accw@chu.edu.tw, bd09304002@chu.edu.tw Keywords: Ground Penetrating Radar, Double-Rebar, Power Reflection Coefficient Abstract.
Introduction Non-destructive ground penetrating radar techniques (GPR) has been used in structural integrity assessment extensively in recent years also GPR has been used widely on site by civil engineerings with the aim of detecting buried dielectric interfaces (location of rebars, concrete voids, concrete delamination; etc) [1].

Professor Sobota was an outstanding academic teacher, in both didactic and pedagogical fields, a highly talented research worker, incorporating both theory and engineering practice.
During his University studies, he was among the group of outstanding students of the Faculty of Civil Engineering SVST, who had worked as assistant teachers during their fourth and fifth grade of study.
In 1990-1991 he held the position of Head of the Department of Structural Mechanics, Faculty of Civil Engineering.
He was also an honorary member of the Slovak Association of Civil Engineers.
For many years, he had been a role model and mentor to numerous generations of researchers in the field of Structural Mechanics, Statics of Structures, and the Finite Element Method in civil engineering.