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: Dynamic structural analysis | Earthquake resistant structures | Hysteresis | Walls | Ground motion | Earthquakes | Dynamic response | Dynamic models

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