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Seismic Response of Base-Isolated Structures Using DCFP Bearings With Tri-Linear and Bi-Linear Behavviors by khazar2.davaran is a document available to read on EtoBox.
This paper investigates the seismic response of three-dimensional base-isolated structures using Double Concave Friction Pendulum (DCFP) systems with tri-linear and bi-linear behaviors. A computer program was developed to analyze the time history response under earthquake excitations, revealing that tri-linear DCFP bearings can reduce base shear by up to 48% compared to bi-linear bearings, although they result in larger displacements. The study highlights the advantages and disadvantages of both bearing typ
- Author
- khazar2.davaran
- Language
- EN