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College of Civil and Architecture Engineering, Northeast Petroleum University,Daqing,163318, China; 2.College of Civil and Architecture Engineering, Dalian Nationalities University,Dalian,116600, China;) awwwruining@163.com, b sjg728@163.com, c cuilifu1982@126.com Keywords: 50000m3 vertical storage tanks; Seismic excitation; Base isolation; Dynamic buckling Abstract: To study the dynamic buckling characteristics of storage tank subjected to three-dimensional seismic excitation, selecting 50000m3 large vertical floating roof storage tanks as research object, the base isolation system was introduced and allowing for the impact of floating roof.

Influence of Carbon Nanotubes on Mechanical Properties of High Performance Concrete (HPC) VLACH Tomáš1,2,a *, LAIBLOVÁ Lenka1,2,b, KUMAR Anuj1,2,c and CHIRA Alexandru1,2,d 1Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic 2 University Centre for Energy Efficient Buildings, CTU in Prague, Třinecká 1024, 273 43 Buštěhrad, Czech Republic atomas.vlach@fsv.cvut.cz, blenka.laiblova@fsv.cvut.cz, canuj.kumar@fsv.cvut.cz, calexandru.chira@fsv.cvut.cz Keywords: Nanoparticles; Carbon nanotubes (CNT); High Performance Concrete (HPC), Scanning electron microscope (SEM).
Huang, Multifunctional graphite nanoplatelets (GNP) reinforced cementitious composites, Dissertation for the Degree of Master of Engineering, National University of Singapore.
Ou, Multifunctional and smart carbon nanotube reinforced cement-based materials, Nanotechnology in Civil Infrastructure, Springer. (2011) 1-47

Seismic Behavior of Reinforced Concrete Frame Columns with Different Volumetric Percentage of Stirrups Shansuo Zheng1,a ,Yueheng Yan1,b, Qinglin Tao 1,c and Wenyong Li1,d 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, byanyueheng1986@163.com, ctql6551@163.com, dliwenyongok@126.com Keywords: frame column, volumetric percentage of stirrups, hysteretic curves, the skeleton curves Abstract.
References [1] Guojun Zhang, Xilin Lü, Boquan Liu: J. of Civil Engineering Journal, Vol. 39(2006), p.47-54 [2] Ministry of construction.

Analysis of Vertical Bearing Capacity of Single-row Pile Group of an Offshore Platform Zhuo Ruihua1,a, Liu Run1,b ,Wu Xinli2,c and Zhao Yangyang1,d 1 State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, 300072; 2 School of Engineering Design, The Pennsylvania State University; University Park, PA, 16802.
I: Test Piles Driven in Florida, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 3, pp. 292-300
II: Results from Florida Test Piles, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 3, pp. 301-310
Chellis, B.S. (1951), C.E., Pile Foundations Theory-Design-Practice, Structural Engineer, Stone & Webster Engineering Crop, Member, American Society of Civil Engineers. pp. 132~150
Conf. on Behaviour of Piles, Institution of Civil Engineers, London, pp. 107–114

Azevedo1,d 1CONSTRUCT-LFC, Departamento de Engenharia Civil, Faculdade de Engenharia Civil, Universidade do Porto, Rua Dr.
The phenomena of transport in porous media arises in many diverse fields of science and engineering, ranging from agricultural, biomedical, building, ceramic, chemical, and petroleum engineering to food and soil science.
For building engineering, obtaining a good understanding of moisture transport in building envelopes is becoming one of the most important tasks.
Field measurement and numerical analysis of wind-driven rain absorption and evaporation on building facades, Proceedings of the 5th European and African Conference on Wind Engineering, Florence, Italy, 2009

Nevertheless, a lack of links that may predict their behavior under coupled stress states prevents geopolymers from being widely used in civil engineering applications[17].
Civil engineering dimension 6, no. 2 (2004): 88-93
International Journal of Civil & Structural Engineering 2, no. 2 (2011): 682-697
KSCE Journal of Civil Engineering 23, no. 10 (2019): 4368-4377
International Journal Of Civil Engineering And Technology (IJCIET) 2018 ,9 (11) 981-989

Theoretical Analysis of Temperature and Shrinkage Stresses of Box-girder Section Weizhao Li 1,a, Zonglin Wang 2,b and Fadhil Naser Ali 3,c 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China 2School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China 3School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China alwzhit@163.com, bwangzonglin@vip.163.com, cali_hu73@yahoo.com Keywords: Box-Girder; Negative Temperature Difference; Shrinkage; Cracking Abstract: The objective of this study is to analyze the temperature and shrinkage stresses of the mid-span cross-section of a 20 meters box girder to find the reasons which cause the longitudinal cracks in the web and bottom of box girder.
Journal of civil Engineering and Management.
China Civil Engineering Journal.
Journal of Civil, Architectural & Environmental Engineering.

Lukáš Vráblík, Ph.D.1,b 1Department of Concrete and Masonry Structures, Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic amilan.holy@fsv.cvut.cz, blukas.vrablik@fsv.cvut.cz Keywords: Timber-concrete composite structure, prefabrication, UHPC, shear connectors Abstract.
Eng., 2015, 141(9): 04014224 [3] Dӧhrer, A., and Rautenstrauch, K.; The construction of road bridges as timber-concrete composites; Proc. of the 9th World Conference on Timber Engineering, Portland, USA, 2006
ISBN: 978-3-86219-995-2 [5] Fragiacomo, M., Lukaszewska, E.; Development of prefabricated timber-concrete composite floor systems, Proceedings of the Institution of Civil Engineers - Structures and Buildings, 164:2, pp. 117-129, 2011. https://doi.org/10.1680/stbu.10.00010 [6] Hájek, P., Kynclová, M., Fiala, C.; Timber – UHPC composite floor structures – environmental study. 3rd International Symposium on UHPC in Kassel in Germany, 2012, s.679-674, ISBN 978-3-86219-265-6 [7] Kuklík P., Nechanický P., Kuklíková A.; Development of Prefabricated Timber-Concrete Composite Floors.
PhD thesis, Department of Civil, Mining and Environmental Engineering Division of Structural Engineering, Luleå (2009) [9] Nechanický, P.; Possibility of design of composite wood-concrete structures.
Journal of Structural Engineering (2011).

Risk analysis of foundation structures according to the method of founding Miroslav Bilanič1, a, Pavel Vlček1,b, and Karel Kubečka2,c 1VSB-TU Ostrava, Faculty of Civil Engineering, Department of Building Construction, L.Podeste 1875,Ostrava-Poruba, 70833, Czech Republic 2Institute of Technology and Business in Ceske Budejovice, Department of Civil Engineering, Okruzni 517/10, 370 01 Ceske Budejovice, Czech Republic amiroslav.bilanic.st@vsb.cz, bpavel.vlcek1@vsb.cz, ckarel.kubecka@seznam.cz Keywords: Risk analysis, foundation structures, foundation, underlayer.
The aim of this paper was to carry out theoretical verification methods using risk analysis of the appropriateness of security of the four most common base layers, which are used for creating objects of civil engineering in the Moravian Silesian region.
Vertal´, Measurements of electricity consumption in a low-energy building in mid-Europe climatic conditions, Energy Engineering: Journal of the Association of Energy Engineers, Volume 111 (2014), pp. 62 – 78
International scientific conference of Forensic Engineering, Brno, 25.-26.1.2008, Conference book of XVII. conference and CD  ISBN: 978-80-7204-491-7.

Introduction Diamond sawblades are commonly used in civil engineering industry for the cutting of concrete material replacing the conventional demolishing and rebuilding approaches.
In order to find out the characteristics of concrete sawing and improve the application and manufacturing of diamond saw blade for civil engineering, in this paper the cutting forces of different concrete especially reinforced concrete in dry cutting process were investigated.
Materials Science Forum Vols. *** 297 References [1] P.Bienert: Kreissaegen von Beton mit Diamant-Werkzeugen (Ph.D Dissertation, TU Hanover, 1978) (in German) [2] M.W.Bailey and G.J.Bullen: Sawing in the stone and civil engineering industries (IDR, 1979), p. 56 (in German) [3] Y.N.
Wei: Tool Engineering Vol. 35 (2001), p. 10 (in Chinese) [4] Y.N.
Wei: Tool Engineering Vol. 35 (2001), p. 21 (in Chinese) [5] B.Denkena, H.K.Tönshoff and J.C.Becker, et al: IDR, 2003,11, p.124 (in German) [6] X.Wei, H.W.Du, C.Y.Wang, et al: Key Engineering Materials Vol. 250, (2003), p. 181.