000009699 001__ 9699 000009699 005__ 20141205153145.0 000009699 04107 $$aeng 000009699 046__ $$k2008-10-12 000009699 100__ $$aChen, Jun Z. 000009699 24500 $$aDynamic Analysis of Concrete Rectangular Liquid Storage Tanks 000009699 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering 000009699 260__ $$b 000009699 506__ $$arestricted 000009699 520__ $$2eng$$aA structural model using the generalized single degree of freedom (SDF) system is proposed for seismic design of concrete rectangular Liquid Containing Structures (LCS). The proposed model considers the effect of flexibility of tank wall on hydrodynamic pressures and uses the consistent mass approach. The proposed model is compared with the results obtained using the current practice as well as the finite element method. It is concluded that the current approach in design codes and standards does not truly represent the behavior of LCS. The proposed model using the generalized SDF system can be simply used in seismic design of LCS. 000009699 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000009699 653__ $$aReinforced concrete, liquid containing, rectangular tank, seismic, dynamic analysis 000009699 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15 000009699 720__ $$aChen, Jun Z.$$iGhaemmaghami, A.R.$$iKianoush, Reza 000009699 8560_ $$ffischerc@itam.cas.cz 000009699 8564_ $$s163247$$uhttps://invenio.itam.cas.cz/record/9699/files/05-01-0441.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0441. 000009699 962__ $$r9324 000009699 980__ $$aPAPER