@ARTICLE{Cheng_X._DYNAMIC_2017,
 author={Cheng, X. and Li, D. and Li, P. and Zhang, X. and Li, G.},
 number={No 1},
 journal={Archives of Civil Engineering},
 pages={33-45},
 howpublished={online},
 year={2017},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={Considering concrete nonlinearity, the wave height limit between small and large amplitude sloshing is defined based on the Bernoulli equation. Based on Navier-Stokes equations, the mathematical model of large amplitude sloshing is established for a Concrete Rectangle Liquid-Storage Structure (CRLSS). The results show that the seismic response of a CRLSS increases with the increase of seismic intensity. Under different seismic fortification intensities, the change in trend of wave height, wallboard displacement, and stress are the same, but the amplitudes are not. The areas of stress concentration appear mainly at the connections between the wallboards, and the connections between the wallboard and the bottom.},
 type={Artykuły / Articles},
 title={DYNAMIC RESPONSE OF A BASE-ISOLATED CONCRETE RECTANGULAR LIQUID-STORAGE STRUCTURE UNDER LARGE AMPLITUDE SLOSHING},
 title={Dynamic response of a base-isolated concrete rectangular liquid-storage structure under large amplitude sloshing},
 URL={http://www.czasopisma.pan.pl/Content/103329/PDF-MASTER/ace-2017-0003.pdf},
 keywords={chlupotanie o dużej amplitudzie, trzęsienie ziemi, izolacyjny, beton, prostokątna struktura magazynowania substancji ciekłych, nieliniowość, dynamiczna odpowiedź, large amplitude sloshing, earthquake, base-isolated, concrete, rectangular liquid-storage structure, nonlinearity, dynamic response},
}