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Study on Numerical Model of the Collision Effect between River Ice and Flexible High Pier Tao Peng1,a, Yan Han1,b, Dong Zhai1,c 1School of Civil Engineering, North China University of Technology, Beijing 100144, China ap1581080@126.com, byanhan6688@qq.com, czhaid9277@hotmail.com Keywords: river ice; flexible high pier; finite element analysis; rigid body; ASTS Abstract: In this paper, the finite element model of river ice collision on the pier was established by adopting explicit dynamic analysis software package, LS-DYNA.
Proceedings of the 8th International Conference on Port and Ocean Engineering under Arctic Condition[C].
Proceedings of the 14th Conference on Cold Regions Engineering[C].

Effect of Various Additives and Aeration on the Properties of Lightweight Concrete Genadijs Sahmenko1,a*, Eva Namsone1,b, Kristaps Rubenis2,c Arita Dubnika2,d and Guntars Niparts3,e 1Institute of Materials and Structures, Faculty of Civil Engineering, Riga Technical University, Kipsalas 6B/6A, LV-1048, Riga, Latvia 2Institute of General Chemical Engineering, Faculty of Materials Science and Applied Chemistry, Riga Technical University, P.
International Journal of Materials Science and Engineering 2[2] (2014) 152-157

Methods of Modeling Contact between Concrete and Fiber Concrete Martin Vavruš1,a and Peter Koteš1,b* 1University of Žilina, Faculty of Civil Engineering, Univerzitná 8215/1 10 26 Zilina, Slovakia avavrus6@uniza.sk, b*peter.kotes@uniza.sk Keywords: Contact, 3D Atena, cracks, normal stiffness, interlayer.
Bahleda: Analysis of shear contact between wrapped layout of fiber reinforced concrete, POLLACK PERIODICA, International Journal for Engineering and Information Sciences, (2019) [7] D.
Brodnan, Experimental and Numerical Analysis of Anchorage Zone of CFRP Sheet, in Concrete and Concrete Structures 2013, 6th International Conference on Concrete & Concrete Structures, Procedia Engineering, Vol. 64, pp. 176-185, (2013)

Sorokina1,b 1Moscow State University of Civil Engineering, 26 Yaroslavskoye Shosse, Moscow, 129337, Russia aShilovaLA@mgsu.ru, bliza1301@icloud.com Keywords: Building information modeling, Building energy modeling, high-rise buildings, energy efficiency, ROI Abstract.
The Relevance of the Research The main uniqueness of the building energy modeling approach is the possibility of simulating the real life of the future building throughout the year, considering all the engineering systems incorporated by the project.
At the same time, the designers can select the most appropriate set of measures for improving energy efficiency for the projected facility by changing the set of engineering solutions.

McCormack1 1School of Engineering, Trinity College Dublin, Dublin, Ireland 2Technological University Dublin, Dublin, Ireland aglenna@tcd.ie, bmclouc10@tcd.ie Keywords: Luminescent Down-Shifting Layer, Lumogen Dye, Silicon Solar Cell, External Quantum Efficiency, Spin-coating.
Ahmed: External Quantum Efficiency Improvement with Luminescent Downshifting Layers: Experimental and Modelling, School of Engineering, Trinity College Dublin, Dublin, Ireland. 2016
Department of Civil, Structural and Environmental Engineering, Trinity College Dublin. 2018.

Influence of Random Disorders on Anti-plane Waveguiding Modes in a Two-Dimensional Phononic Crystal Ali chen1, a, Yuesheng Wang1, b and Chuanzeng Zhang2, c 1Institute of Engineering Mechanics, Beijing Jiaotong University, Beijing 100044, China 2Department of Civil Engineering, University of Siegen, D-57068 Siegen, Germany aalchen@bjtu.edu.cn, byswang@bjtu.edu.cn, cc.zhang@uni-siegen.de Keywords: Elastic Wave; Phononic Crystal; Random Disorder; Wave Localization; Plane Wave Expansion Method Abstract.
Zhao: Characteristics of two-dimensional phononic crystals based on the similarity of photonic crystals (MSc Thesis, Harbin Engineering University, 2005, PR China)

Interfacial Stress Analysis of Fiber Sheet/Steel Plate-reinforced Concrete Beams with Cracks under Tension and Bending Ling Ling1,a, Qing Dun Zeng2,b and Gui Yuan Wang2,c 1 College of Mechatronic Engineering, Guangdong University of Technology, Guangzhou 510006, China 2School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China agzlingling7@yahoo.com.cn, bemqdzeng@scut.edu.cn, cmengzhanwgy@163.com Keywords: Fiber sheet, Concrete beam, Crack, Interfacial stress, Shear-lag analysis.
It should be noted that the present computation results of the shear stresses for CA interfaces are in good agreement with the solutions [9], thus verifying that the present methods are reasonable and feasible and can be used directly in engineering applications.

Engineering Situation The 4th Nanjing Yangtze River Bridge North Terminal Chuhe Bridge is a three-span continuous beam.
It also provides a reference for the engineering practice in the future.
Department of Civil Engineering, University of Calgary, Calgary, Canada, 1999

Dynamic expansion problems on symmetrical mode Ⅲ interface crack Nian-chun LÜ1, a, Yun-hong CHENG 2,b and Yun-tao WANG 3,c 1 School of Material Engineering, Shenyang Ligong University, Shenyang, 110168, China 2 School of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, 150001, China 3 School of Astronautics, Harbin Institute of Technology, Harbin, 150001, China alnc_65@163.com, bcyh_neu@163.com, czwlxg@126.com Keywords: Complex functions; Mode Ⅲ interface crack; Self-similar functions; Analytical solutions Abstract.

Experimental Research into Demountable Joints of a Precast System WITZANY Jiří1, a *, ČEJKA Tomáš1,b, KARAS Jiří1,c, POLÁK Aleš1,d and ZIGLER Radek1,e 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic awitzany@fsv.cvut.cz, bcejka@fsv.cvut.cz, ckaras@fsv.cvut.cz, dales.polak@fsv.cvut.cz, ezigler@fsv.cvut.cz Keywords: Precast, Concrete, Demountable, Experiment, Ceiling Panel, Wall Panel, Spatial Units.
Zingoni (Ed.), Research and Applications in Structural Engineering, Mechanics and Computation - Proceedings of the 5th International Conference on Structural Engineering, Mechanics and Computation, Taylor & Francis Group, London, 2013, pp. 1503-1506.