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Lourenço, University do Minho, Portugal Pere Roca, Universtat Politecnica de Cataluña, Spain Claudio Modena, University of Padova, Italy Organising Committee Xianglin Gu, Tongji University, China Yan Zhang, China Civil Engineering Society, China Weiping Zhang, Tongji University, China Xiangmin Li, Shanghai Research Institute of Building Sciences, China Xiang Li, Tongji University, China Feng Lin, Tongji University, China Qinghua Huang, Tongji University, China Tao Chen, Tongji University, China Xiaobin Song, Tongji University, China Internaltional Scientific Committee Christiane Maierhofer, Fed Inst Material Research and Testing (BAM), Germany Daniel Oliveira, Universidade do Minho, Portugal Debra Leafer, University College Dublin, Ireland Dina D'Ayala, University of Bath, United Kingdom Elizabeth Vintzileou, National Technical University of Athens, Greece Fernando Vegas, Technical University of Valencia, Spain Görün Arun, Yildiz, Technical University
, Istanbul, Turkey Jan Rots, Technical University of Delft, the Netherlands John Ochsendorf, MIT, USA Koenraad van Balen, Katholieke Universiteit Leuven, Belgium Luigia Binda, Politecnico di Milano, Italy Marcial Blondet, Catholic University of Peru, Peru Marek Sklodowski, Inst Fundamental Technological Research, Poland Maria Rosa Valluzzi, Universita' di Padova, Italy Maurizio Piazza, Universitá Degli Studi di Trento, Italy Mehrdad Hejazi, University of Isfahan, Iran Michael Yam, Hong Kong Polytechnic University, China Miha Tomazevic, Slovenian National Building and Civil Eng.
Inst, Slovenia Milos Drdácký, Inst Theoretical and Applied Mechanics, Czech Republic Roberto Meli, Universidad Nacional Autónoma de Mexico, Mexico Sergio Lagomarsino, University of Genoa, Italy Stephen Kelley, WJE, USA Sung-gul Hong, Seoul National University, Korea Takayoshi Aoki, Nagoya City University, Japan Toshiro Maeda, Waseda University, Japan Xianglin Gu, Tongji University, China Xilin Lu, Tongji University, China Yan Zhang, China Civil Engineering Society, China

Experimental study on the impact of admixture for concrete heat of hydration and early-age contractile properties SUN Jian-cheng1,a, WANG Bo-jun2,b, ZHAO wen-zhong3,c 1College of Civil Engineering , Hebei University of Technology,Tianjin 300401, China 2College of Civil Engineering , Hebei University of Technology, Tianjin 300401, China 3 Highway Administration in Hebei Province,Shijiazhuang 050000,China aSunjancheng2000@126.com, b465391032@qq.com.
Key word: early-age Shrinkage, hydration heat, mineral admixtures, water reducer, contractile property Abstract : During the technology development of modem concrete, concrete structure crack (especially early-age crack) becomes more and more serious and has been one of main research directions of civil engineering.

Current Situation and Thoughts on the Cultivation of Undergraduate Urban Rail Transit Talents in China Chen Jun1, a, Wang Qiu-ping1,b and Wang Zhao-fei3,c 1, 2, 3 School of Civil Engineering, Xi’an University of Architecture & Technology, Shaanxi, China aChenjuntom@126.com, bwqp@sina.com, cWangzf_jlu@tom.com Keywords: Urban rail transit, Undergraduate talents, Training system.
Orientation Specialties Support disciplines Type of employment 1 Urban rail transit engineering Traffic engineering, civil engineering Civil engineering, transportation engineering Design and construction of urban rail transit structure 2 Urban rail transit operation management Communication and transportation Transportation engineering Planning and operating of urban rail transit 3 Urban rail traffic signals and control Rail traffic signals and control, transportation facilities and information engineering, electric engineering and automation engineering, communication engineering Control science and engineering, information and communication engineering, Transportation engineering Research & development, manufacturing and application of urban rail traffic signals 4 Urban rail traffic vehicles Vehicle engineering Mechanical engineering, transportation engineering Design, manufacture and maintenance of urban rail traffic vehicles Problems with the Cultivation of Undergraduate Rail Transit
For example, the experimental environment of transit engineering program is rather similar to that of the civil engineering program which chiefly comprises the engineering survey labs, the building material labs, the soil engineering labs, and the engineering simulation labs, while urban rail operation management is made up of the train operation simulation system, the train driving simulation system and the training movement simulation system.
Civil engineering occupies a major position in engineering projects too.
Relying on Advantage Disciplines to Develop Special Training Program.Over 30 disciplines are involved in the whole life circle of the urban rail transit program, which includes traffic engineering, civil engineering, architecture, electric engineering, control science and engineering, information and communication engineering, environmental science and engineering, and mechanical engineering, and so on.

Application of the proposed prediction method to the case of Civil Aero-engine proved its effectiveness.
Journal of Engineering for Gas Turbines and Power, 1994, 116(1):46-52
New York: Amer Soc Mechanical Engineers. 2009
Journal of Engineering for Gas Turbines and Power, 2008, 130(2):021801
Journal of Engineering for Gas Turbines and Power, 2006, 128(4):796-805

Theoretical Study on Optimal Design of Thermal Performance of Aerated Concrete-Based Composite Thermal Insulation Wall Fang Yang 1,a, Linzhu Sun 2,b, Ziling Xie 3,c 1, 3School of Architecture and Civil Engineering, Wenzhou University, Zhejiang, China 2School of Civil Engineering, Tianjin University, Tianjin, China ayf3077@126.com,blinzhusun@163.com, cxiezl@wzu.edu.cn About the author: About the author: Yang Fang, female, 1965-, associate professor; engaged in research on building energy saving and emission reduction, and engineering structure and materials, etc.; yf3077@126.com Keywords: aerated concrete; thermal performance; optimization model.
Therefore, Eq.9 can be rewritten as: (7) Optimization model for calculation of thermal performance of wall The following optimization model was established according to the above theory and the energy saving design standard for civil buildings in hot-summer and cold- (or warm) winter regions.
(9) (10) Where, λ denotes limit value of heat transfer coefficient specified in the energy-saving design standard for civil buildings in hot-summer and cold- (or warm) winter regions.
D denotes limit value of index of thermal inertia specified in the energy-saving design standard for civil buildings in hot-summer and cold- (or warm) winter regions.

Resilience in the Field of Civil Engineering.
In the community of civil engineering, resilience is defined as the capability to recover from external stresses to an equilibrium state [5].
Hollnagel: "Prologue: the scope of resilience engineering", Resilience engineering in practice: A guidebook (2011)
Fabbrocino: Urban resilience: A civil engineering perspective, Sustainability 9:1,103 (2017)
Computer-Aided Civil and Infrastructure Engineering 32:11 (2017), pp. 909–929

Static Analysis of Loading Properties of Small-size Single-pylon Cable-stayed Bridge Fenglan Lia, Yanhong Zhaob and Shiming Liuc School of Civil Engineering and Communications, North China University of Water Conservancy and Hydroelectric Power, Zhengzhou, Henan Province 450011, P.
The numerical model for analyzing the static properties of the bridge structure was made by the design software MIDAS/Civil.
The numerical model of the bridge was built by the software MIDAS/Civil, which included 331 elements and 370 nodes.
The initial tensile force of stayed cable listed in Table 2 was calculated by the unknown load coefficient method in MIDAS/Civil.

Experimental research and application of super-retarding mortar Feng Xin1, a *, Zhou Xianyan2,b 1 College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan 410004, PR China 2 College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan 410004, PR China a fxanhui@163.com , b zxy560805@163.com Keywords: Compression strength, Experiment research, Mortar, Super-retard-setting, Setting time Abstract.
K, Choi Structural Resistance Factors for Shear Loading in Drilled Shafts with Minor Flaws Based on Experimental Study, KSCE Journal of Civil Engineering, 11(5)( 2007)243-252
Liu, Experimental Study on the Plasticity of the Super-retarding Mortar, Cement Engineering, 2(2005)39-42
Li, EXPERIMENTAL RESEARCH ON SUPER-RETARD-SETITING MORTAR AND RETARD-BONDED PRESTRESSED CONCRETE BEAMS, China Civil Engineering Journal, 36(8)(2003)57-62
Cao, EXPERIMENTAL RESEARCH ON RETARD-BONDED PRESTRESSED CONCRETE BEAMS, In Proceedings of the 4th International Symposium on Lifetime Engineering of Civil Infrastructure, (2009)214-219

The study on the engineering properties of squeezed branch piles under combined load Weifeng Han Binbin Feng Jing Zhou Chenyuan Lu (College of Architecture & Civil engineering, Zhejiang University of Technology, Hangzhou 310014, China) (College of Architecture & Civil engineering, Zhejiang University of Technology, Hangzhou 310014, China) (Hangzhou urban construction development group co., LTD, Hangzhou 310014, China) (College of Architecture & Civil engineering, Zhejiang University of Technology, Hangzhou 310014, China) 532218982@qq.com, 490275262@qq.com,179303444@qq.com, 393767655@qq.com Key words: squeezed branch pile; combined load; bearing properties; model test Abstract.
Chinese Journal of Geotechnical Engineering, 2004，26（4）：522-525
Chinese Journal of Geotechnical Engineering, 2002, 24(3): 3 7 I —375

Study on the Effects of Technology Parameters on the Bending Strength of Press Bamboo Powder Plywood VO Tuyen1,a, NGUYEN Thanh Nam2,b*, LE Khanh Dien2,c, SVETLIN Antonov3,d 1Ho Chi Minh City University of Food Industry (HUFI) 2Faculty of Mechanical Engineering - HCMUT, VNU-HCM 3Technical University of Sofia atuyenvo@hufi.edu.vn, b*thanhnam@hcmut.edu.vn, cdien.lekhanh@stu.edu.vn, dmfantonov.com@gmail.com Keywords: Bamboo by-products, Bending strength, Technology parameters, Pressed Bamboo powder plywood Abstract.
It is an urgent task for providing a new version of material for civil engineering in Vietnam.
In one word, we could say that the pressed bamboo pulp plywood can be widely applied in civil products in domestic market.