DYNAMIC ANALYSIS OF CONCRETE RECTANGULAR LIQUID STORAGE TANKS
A 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.
Reinforced concrete liquid containing rectangular tank seismic dynamic analysis
J.Z. Chen A.R. Ghaemmaghami M.R. Kianoush
CH2M HILL Canada, Toronto, Ontario, Canada Ph.D. Student, Department of Civil Engineering, Ryerson University, Toronto Department of Civil Engineering, Ryerson University, Toronto, Ontario, Canada
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）