Effective Stiffness and Seismic Response Modification Models Recommended for Cantilever Circular Columns of RC Bridges, Second Part: Collapse Prevention Limit …
This paper aims to assess the structural overstrength (R), seismic behaviour factor (Q), and
effective inertia factor (keff), of which the effective elastic stiffness (Keff) is a function, ie, Keff …
effective inertia factor (keff), of which the effective elastic stiffness (Keff) is a function, ie, Keff …