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Seismic Response on the Mangjiedu Long-span PC Continuous Rigid Frame Bridge with High Piers Jianbin Xie1,a, Dengfeng Hu1,b, Miao Fu1,c and Changchang Wu1,d 1Department of Civil Engineering, Yunnan University, Kunming, 650091, P.R.China akmxiejb@sina.com, bhdf1988@sina.com, cynufm@sina.com, dynucc@sina.com Keywords: Continuous Rigid Frame Bridge, Seismic Response, Earthquake Response Spectrum Analysis, Time History Analysis, Finite Element Method Abstract.
In this paper, the finite element model of the main Mangjiedu Bridge was built by means of Midas-civil.
Using Midas-Civil, the seismic responses of main bridge are studied by time history analysis in this paper.
Datta: Earthquake Engineering and Structural Dynamics, Vol.33, (2004), p. 375-393
[7] Li Li, Zhang Hang, Long Xiaohong, Ye Zhixiong: Earthquake Resistant Engineering and Retrofitting, Vol.30, No.6 (2008), p.84-88 [In Chinese].

Preface The 2017 4th International Conference on Advanced Materials, Structures and Mechanical Engineering (ICAMSME 2017) was taken place in Incheon, Incheon National University, South-Korea, May 19-21, 2017.
Also it to bring together academics, scientists, engineers, postgraduates and other professionals in the area of material science and engineering technology from all over the world.
Jongwan Hu, Incheon National University Department of Civil and Environmental Engineering Committees Organizer Prof.
Jongwan Hu Incheon National University Department of Civil and Environmental Engineering Secretary Hongki Son Incheon Disaster Prevention Research Center Associate Editors Prof.
Wasim Helal Harbin Engineering University Sponsors Incheon Disaster Prevention Research Center (IDPRC) Recently, various efforts to prevent and prepare are vitally needed for prevention of Disasters and calamities.

The current change of technical systems towards autonomous systems does not only challenge engineers but also society and legal experts.
Liability in respect of Section 823 paragraph 1 of the German Civil Code.
Section 823 paragraph 1 of the German Civil Code is the pivotal rule of tortious liability.
On the other hand, other engineering specifications describing the design of a door also are part of the autonomous production, e. g. a minimum weight.
Currently, the choice of the optimal light-weight material is part of the engineer’s field of responsibility.

o express ou thors for the es for makin anizing Com P e was held five (5) cou n events, th 013) is bein hinese Soc ational Com rs include P ions (Taiwa nd Planning wan), New Taoyuan Int halt Associ Society of C ation of Chin rum for ex of highwa practitioners iscuss and s nd related ar ng attendan s peer revie success of th l papers pre aluation an ment Mainte tion and Tra resources a ur sincere a eir contribut ng the ICPT mmittee of IC Preface d in 1993 untries over he 8 th Inter ng held in iety of Pa mmittee on Public Cons an), Ministr Agency (T Taipei City ternational A iation, Natio Civil Engine nese Infrast xchange of ay and airfi s from acad share ideas reas.
Fwa (Chairman), National University of Singapore, Singapore Taeson Park, National University of Technology, Korea Tan Hua Soon, Pavement Engineering Society Singapore Wei-Hsing Huang, National Central University, Taiwan Zahidul Hoque, Australia International Advisory Committee Chairs Akira Kawamura, Kitami Institute of Technology, Japan Andrew Collop, Nottingham Center for Pavement Engineering Transportation Engineering Center, UK Gilbert Baladi, Michigan State University, USA Jeff Gagnon, Airport Pavement Sub-Team, AJP-6312, William J Hughes Technical Center, USA Richard Kim, NC State University, USA T.
Fwa, National University of Singapore, Singapore Local Committee: Honorary Advisory Committee Chairs Chao-Ke Ku, Director, Public Work Bureau of Taoyuan County Government, Taiwan Chen-Pong Yin, Director, Civil Aeronautics Administration, MOTC, Taiwan Chi-kuo Mao (Chairman), Vice Premier, Executive Yuan, Taiwan Der-Jen Tseng, Director, Taiwan Area National Freeway Bureau, MOTC, Taiwan Hsien-Heng Lee, Commissioner, Public Works Department of Taipei City Government, Taiwan Jenn-chuan Chern (Co-Chairman), Minister, Public Constructing Commission, Taiwan Lung-Bin Hau (Co-Chairman), Mayor, Taipei City Government, Taiwan Men-Feng Wu, Director, Directorate General of Highways, MOTC, Taiwan Shih-Wen Yeh (Co-Chairman), Director, Constructing and Planning Agency, Ministry of the Interior, Taiwan Tsai-Wen Kuo, Chairman, Taiwan Taoyuan International Airport, Taiwan Tsung-Cheng Kao, Chairman, Public Work Department, New Taipei City Government, Taiwan Wei-Ling Chiang
National Cheng Kung University, Taiwan Tung-Wen Hsu, National Chung Hsing University, Taiwan Wei-Hsing Huang (Co-Chairman), National Central University, Taiwan Local Committee: Secretary Office Chia-Chen Wu, Chinese Society of Pavement Engineering, Taiwan Chia-Tse Hung, Chinese Society of Pavement Engineering, Taiwan Chia-Wen Lin, Chinese Society of Pavement Engineering, Taiwan Chien-Ta Chen, Chinese Society of Pavement Engineering, Taiwan Ching-Tsung Hung (Deputy Secretary General), Kainan University, Taiwan Chiung-Hua Du, Chinese Society of Pavement Engineering, Taiwan Joy Jiu Zhang, Chinese Society of Pavement Engineering, Taiwan Kai-Chun Hsu, Chinese Society of Pavement Engineering, Taiwan Shih-Huang Chen (Secretary General), Feng-Chia University, Taiwan Shiow-Ronr Tsai, Chinese Society of Pavement Engineering, Taiwan Shyuan Lin, Chinese Society of Pavement Engineering, Taiwan Tsung-Po Hung, Chinese Society of Pavement Engineering, Taiwan Tzu-Yi Wu
, Chinese Society of Pavement Engineering, Taiwan Pei-Pei Pao, Chinese Society of Pavement Engineering, Taiwan Wei-Yu Chen, Chinese Society of Pavement Engineering, Taiwan Yen-Kai Liao, Chinese Society of Pavement Engineering, Taiwan Yu-Jhen Liu, Chinese Society of Pavement Engineering, Taiwan Yu-Min Su, Chinese Society of Pavement Engineering, Taiwan Yi-Ting Chao, Chinese Society of Pavement Engineering, Taiwan Yi-Yang Cheng, Chinese Society of Pavement Engineering, Taiwan Co-sponsored by American Society of Civil Engineers (ASCE) Bureau of Foreign Trade, Ministry of Economic Affairs (MOEA), Taiwan CECI Engineering Consultants, Inc., Taiwan Chinese Society of Pavement Engineering, Taiwan Civil Aeronautics Administration, Ministry of Transportation and Communications (MOTC), Taiwan Construction and Planning Agency, Ministry of the Interior, Taiwan Directorate General of Highways, Ministry of Transportation and Communications (MOTC), Taiwan Feng-Chia

Kruger2, b 1 Faculty of Engineering and the Built Environment, Department of Civil Engineering Science, University of Johannesburg, South Africa 2 Faculty of Engineering and the Built Environment, Department of Civil Engineering Science, University of Johannesburg, South Africa a ajannesb@uj.ac.za, b dkruger@uj.ac.za * Corresponding author Keywords: patch repair; training Abstract.
Concrete repair with polymer modified materials has become an integral part of the civil construction industry.

Experimental Study on the Performances of Cement Stabilized Iron Ore Tailing Gravel in Highway Application Ji shu Sun1, 2, a, Yuan ming Dou1, Zhao xia Chen2, b and Chun feng Yang1 1 School of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 2 Hebei Research Center for Civil Engineering Technology, No. 5340 Xiping Road, Beichen District, Tianjin, 300401, China asunjishu76@sina.com, blllczx@126.com Keywords: Road engineering, Iron ore tailing, Base course, Experimental study, Sthength Abstract.
The highway and municipal engineering constructions have developed rapidly recently.
Chinese Journal of Mining Engineering, Vol.5 (2007):p52-54 (in Chinese)
Chinese Journal of Mining Engineering, Vol.4 (2006):p7-9 (in Chinese)
“Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering”.

The Static Strength Reliability Analysis of Composite Aircraft Structures Longxiang Lin1, a, Haolei Mou2, b, Jian Ren2, c, Tianchun Zou2, d 1 Air China Technics, Beijing, 101312, China 2 Tianjin Key Laboratory of Civil Aircraft Airworthiness and Maintenance, Civil Aviation University of China, Tianjin, 300300, China alinlx@airchina.com, bmhl589@163.com, crenjian_cauc@163.com, dzoutianchun@126.com Keywords: Composite; Aircraft Structure; Static Strength; Reliability Analysis Abstract.
In the design process of civil aircraft structure, the static strength design requirements of composite aircraft structural is roughly equivalent to that of the metal aircraft structures in principle.
In the design process of civil aircraft structure, the fatigue strength design plays a decisive role especially for the metal structure.
Therefore, the static strength reliability of composite aircraft structures will be considered as the major focal point in the study of reliability of the civil aircraft composite structures [5].
Reliability Analysis of Structure System Considering Failure Modes of Strength, Fatigue and Buckling [J], Key Engineering Materials. 2008, 385-387: 257-260

Dynamic characteristics test and analysis of long-span cantilevered floor systems in Shenyang Culture & Art Center Qiao Jin 1,a, Zeyu Sun 1,b, Lianguang Jia 1,c, Qiang Wang 1,d, Guang Yang2,e, Yi Ma 3,f, Chi Xu 3,g 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China 2China Construction First Building(Group) Corporation Limited, China 3Shenyang Construction Engineering Quality Inspection Center, Shenyang, China agoldenfss@163.com, bsunzeyu900429@163.com, csyjlg@163.com, dwangqiangsy@163.com, esinqyuangguang@sina.com, f13998248486@163.com, gxuchi88@foxmial.com Keywords: Dynamic characteristics test; Floor system; Long-span and large cantilever; Transfinite structure; Midas/gen procedure Abstract.
Asian journal of civil engineering. 2008, 9(2):141-152
Structural dynamic characteristics of Shanghai Jinmao Tower, Civil Engineering Journal, 2000, 33 (2): 35-39. ( in Chinese) [4] Ren Weixin.

Round timber bolted joints with steel plates under static and cyclic loading Antonín Lokaj1, a 1Faculty of Civil Engineering, VŠB-Technical University of Ostrava, Czech Republic aantonin.lokaj@vsb.cz Keywords: round, timber, bolt, joint, steel, plate, static, dynamic, load.
These tests were performed on laboratory equipment of the Faculty of Civil Engineering at VŠB - Technical University of Ostrava (press machine EU100 with a recording system – see Fig. 2).
Vavrušová: Contribution to the probabilistic approach of the impact strength of wood, in: Engineering Mechanics 2011, Svratka, pp. 363 - 366, ISBN: 978-80-87012-33-8, (2011)
Marek: Simulation-based reliability assessment of timber structures, in: Proceedings of the 12th International Conference on Civil Structural and Environmental Engineering Computing.

Model Updating and Damage Detection Using Cross Model Cross Mode Method for 3D Frame Structures LIU Fushun 1a,WANG Peng1a,WANG Weiying 2b, ZHOU Lei 3c, and WANG Shuqing1d 1College of Engineering, Ocean University of China, Qingdao, 266100, China 2Center for Engineering Test and Appraisal, Qingdao Technological University, Qingdao 266033, China 3Offshore Oil Engineering Co., Ltd.
Tianjin, 300457, China apercyliu@ouc.edu.cn, bwangwy@163.com, c zhoulei@mail.cooec.com.cn, dshuqing@ouc.edu.cn Keywords: Health monitoring; model updating; damage detection; cross model cross mode; frame structure Abstract: For the health monitoring of civil structures, the study of finite element model updating or damage detection mainly focuses on undamped systems.
Introduction For civil structures, damages often occur during their service life, and thus modal characteristics such as the modal frequencies and mode shapes would be altered.
Practical issues of engineering importance, such as various ways to handle spatial incompleteness and physical insight about the possible structural locations that are error sensitive, were largely omitted in their development and analysis.