I am analysing a storage tank for seismic loading. I have modelled foundation using discrete spring and mass elements following elastic half space theory. I have calculated the stiffness, damping and mass values following Newmark's book 'Fundamentals of Earthquake Engineering'. I have read in...
I am analysing a storage tank for seismic loading. I have modelled foundation using discrete spring and mass elements following elastic half space theory. I have calculated the stiffness, damping and mass values following Newmark's book 'Fundamentals of Earthquake Engineering'. I have read in...
We are doing seimsimc analysis of a concrete cylindrical storage tank using response spectrum method. I want to know how can I account for the interaction of moments and in-plane axial forces as the results from RS method are all positive. I am not sure if I am missing something here. Can anyone...
