Dynamic Response Correlation Using Simplified Models
by J. C.Anderson Anderson, Univ of Southern California, Los, Angeles, CA, USA,S. F. Masri, Univ of Southern California, Los, Angeles, CA, USA,
P. Mohasseb, Univ of Southern California, Los, Angeles, CA, USA,
S. F. Masri, Univ of Southern California, Los, Angeles, CA, USA,
R. K. Miller, Univ of Southern California, Los, Angeles, CA, USA,
A. F. Saud, Univ of Southern California, Los, Angeles, CA, USA,
T. K. Caugehy, Univ of Southern California, Los, Angeles, CA, USA,
Document Type: Proceeding Paper
Part of: Dynamic Response of Structures
Abstract:
A simplified model for building response which has a W. Ramberg-W. R. Osgood hysteresis is developed in a discrete sense. It is then used to evaluate the response of an instrumented, bearing wall building which was subjected to a strong motion earthquake. Critical comparisons are made between recorded and calculated building response.
Subject Headings: Earthquakes | Earthquake resistant structures | Dynamic structural analysis | Shear walls | Hysteresis | Dynamic response | Dynamic models
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