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MODELLING AND SIMULATION OF CRISIS PHENOMENA AS A NEW TOOL FOR RESEARCH AND TRAINING IN VISEGRAD COUNTRIES SIVÁKOVÁ Lenka1,a*, LOVEČEK Tomáš2,b 1University of Žilina, Faculty of Security Engineering, Slovakia 2Wyższa Szkoła Oficerska Wojsk Lądowych i.
Despite the fact that CP are classified into: · Natural disasters: windstorms, floods, earthquakes, volcanic eruptions, sinkholes, landslides, blizzards, avalanches, solar flare, · Anthropogenic hazards: criminality, civil disorder, terrorism, war, industrial and engineering hazards (power outage).
Beside the fact that Operational Analysis is used to support decision making for enormous part of Crisis Management it is also advisable for training of first responders, other actors in the field of security, civil protection practitioners, stakeholders, and end-users.
There were open research work programmes such as: · Research and Innovation (H2020 Secure Societies), · EC/ DG Migration and Home Affairs (Security, Borders, Police) · EC/ DG ECHO (Humanitarian Aid and Civil Protection).
Óbuda University Donát Banki Faculty of Mechanical and Safety Engineering carries out educational and research activities in different security areas.

Simplified Computation of Elastic-plastic Displacement Response of High-rise Steel Structure under Earthquake Considering Torsional Effect Jinzhao Zhuang1,a, Jinsan Ju1,b, Xiugen Jiang1,c, Xiaomei Feng1,d, Jun Yuan1,e 1Dept. of Civil Engineering, China Agricultural University, Beijing, 100083, China azjzhao@cumtb.edu.cn, bjujinsan@tsinghua.org.cn, cjiangxiugen@tsinghua.org.cn, dfxm040907@163.com, eylwrm@foxmail.com Keywords: Steel Structure; Elastic-Plastic; Torsional Effect; Interstory Displacement Abstract.
References [1] Luis Esteva, "Earthquake Engineering Research and Practice after the 1985 Earthquakes": Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 20, Issue 3, 159-200.
Gao: China Civil Engineering Journal, 17, 3 (1984) (In Chinese) [5] G.
Dai: China Civil Engineering Journal, 15, 3 (1982) (In Chinese) [8] G.

Effect of Fibre Content on Splitting-Tensile Strength of Wheat Straw Reinforced Concrete for Pavement Applications Muhammad Usman Farooqi1,a and Majid Ali2,b 1PhD Scholar in Civil Engineering, Capital University of Science and Technology, Islamabad, Pakistan 2Associate Professor of Civil Engineering, Capital University of Science and Technology, Islamabad, Pakistan au.farooqi168@gmail.com, bdrmajidali15@gmail.com Keywords: fatigue cracking, micro-shrinkage cracking, rigid pavements, wheat straw reinforced concrete Abstract.
Natural fibre reinforced concrete is comparable with artificial fibre reinforced concrete for various civil engineering applications [7, 8, 9].
Journal of Transportation Engineering, 131(8), 2015
Journal of Engineering Mechanics, 89, 1963, 147-168

Lourenço1,e 1ISISE, Department of Civil Engineering, University of Minho, Guimarães, Portugal 2Centre for Structural Engineering and Information, Faculty of Engineering, University of Nottingham, Nottingham, United Kingdom animaa32@gmail.com, balidalalbashi@gmail.com, cdanvco@civil.uminho.pt, dbahman.ghiassi@nottingham.ac.uk, epbl@civil.uminho.pt Keywords: Textile Reinforced Mortar; TRM; Tensile Strength; Multilayer arrangement; Masonry.
Acknowledgment This work was partly financed by FCT / MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB / 04029/2020.
Poggi, “A new pull-out test to study the bond behavior of fiber reinforced cementitious composites,” in Key Engineering Materials, 2017, vol. 747, pp. 258–265

Observation about architecture skin using new material Wei Zhang1, a, Jianqiu Yu2,b 1School of environment and civil engineering, Wuhan Institute of Technology, Wuhan, Hubei, 430073, China 2 School of environment and civil engineering, Wuhan Institute of Technology, Wuhan, Hubei, 430073, China ajannet2005@163.com, byujq200366@126.com Keywords: Architectural Skin, New Material, Design.

Effect of Toll Rate for Toll-by-weight Expressway on vehicle volume Lianyu Wei1, a, Jue Hou 1, b, Liang Chen 1, b, Jinbang Zhang2, b 1 School of Civil Engineering, HeBei University of Technology, Tianjin, 300401, China 2 Hebei Province Expressway Jing-Hu Management Office, Cangzhou, 061000, China awly57@126.com, bhoujue1122@126.com Keywords：toll-by-weight；transportation enterprises；equilibrium assignment；sensitivity analysis Abstract: First of all, the influence of toll-by-weight road traffic and truck models was analyzed, and the flow which choose the expressway and ordinary road was obtained by the separation model ; then the rate influence on different traffic flow types was analyzed by applying sensitivity analysis; finally, developed the empirical analysis of Hebei section of Expressway Jing-Hu, and the proposal for highway management department whose aims at balance the traffic flow in road net , stabilize the fees amount of management department and increase the expressway
Acknowledgements The writers acknowledge the assistance of Civil Engineering Technology Research Center of Hebei Province, the HeBei University of Technology, and the financial support of the Communications Department of Hebei Province by the project of No R-2010105.

Finite-Element Analysis for CFRP Reinforced Old RC Beam under Secondary Loading Jin Chenga, Ruheng Wangb and Bin Jiac The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China a 357743464@qq.com, b wangruhengswust@sina.com, c 532870827@qq.com Key words: Secondary Loading; Old RC Beam; CFRP Reinforcement; Numerical Simulation.
"in Chinese" [4] Weiliang Jin, Jin Xia, Aoyu Jiang ect: Flexural capacity of corrosion-damaged RC beams (Chian civil engineering journal Publications, Zhejiang, China 2009).

Research on eccentricity magnification factor of eccentric compression lightweight aggregate concrete member Ying-wei Yun1,a, Xiao-hong Liu1,b, Il-Young Jang2,c, Seong-Kyum Kim2,d 1 Dept. of Civil Engineering, Luoyang Institute of Science and Technology, No.90, Wangcheng Str., Luoyang, Henan, 471023, P.R.
China 2 Dept. of Civil and Environmental Engineering, Kumoh National Institute of Technology, No.1, Yangho-dong, Gumi, Gyeongbuk 730-701, Korea a yyw200188@hotmail.com, b lxhlun@126.com, c jbond@kumoh.ac.kr, d envylife@nate.com Keywords: Lightweight aggregate concrete, circular cross-section, eccentric compression member, eccentricity magnification factor, whole-process theoretical analysis.

Dynamic Response Analysis of Column-Supported Silos Yonggang Ding1, a, Jianqiang Wang2,b, Yu Cheng3,c and Ling Fan1,d 1School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, Henan, 450052, China 2School of Civil Engineering, Zhengzhou University, Zhengzhou, Henan, 450001,China 3Zhengzhou Representative Office of Singapore Lin Tongyan International Co., LTD, Zhengzhou, Henan, 450007,China adyg9606@126.com, bwjq1975@163.com, ccy84413@163.com, dflingwei@163.com Key words: Reinforced Concrete Silo, Column-Supported Silo, Dynamic Response Analysis, Finite Element Method (FEM).

Experimental Study on Producing Concrete Hollow Block with Mining Slag Yu-ze Tian Resource and Civil School, University of science and technology Liaoning, Anshan , China tianyuzhe@163.com Key words: Dry Separation Waste Rock; Mine Tailing, Concrete Hollow Block Abstract.
References [1] Guo Ting-jie: Implement the Strategy of Sustainable Development and Promote Comprehensive Utilization of mining tailings (Resource Economization And Comprehensive Utilization, China 1998.03, p.18-22) [2] Cai Xia: Advance in Applying Iron Tailings as Building Material (Metal Mine , China 2000.10, p.45-48) [3] Yan Zhen-jia, He Yan-jun: Practical Technology of using mining slag to product building materials (Chemical industry press, China 2002) [4] Yan Xi-kang etc., Civil Engineering Materials (Tianjin University Press, China 2004) [5] Weng You-fa, Influence of Amount of Super Fine Slag Added in High Strength Concrete upon its Mechanical Property (China Harbour Engineering, China 2001.04, p.24-26) [6] Li De-chun etc., Brief Discussion on Energy –saving construction (Building Block and Block Building, China 1999,02, p.24-27)