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Table of Contents

Overview of The Strong Motion Instrumentation Program - May 1989
A.F. Shakal and M.J. Huang

Influence of Focal Mechanism On Peak Accelerations of Strong Motions of the Whittier Narrows, California Earthquake and an Aftershock
J. Vidale

2-1

A Simple Crustal Structure Satisfying Strong Ground Motion Between Whittier and North Palm Springs
R.J. Archuleta and Ruth A. Harris

Damage Potential of Whittier Narrows Earthquake Ground Motions
H. Krawinkler and A. Nassar

Implications of Strong Motion Data For Design of Reinforced Concrete Bearing Wall Buildings
J.P. Moehle

Correlation Studies of Seismic Response of Reinforced Concrete Moment Resisting Frames
F.C. Filippou

Seismic Response of the Puddingstone and Cogswell Dams in the 1987 Whittier Narrows Earthquake
R.B. Seed, J.D. Bray, R.W. Boulanger and H.B. Seed

Interpretation of Rio Dell Freeway Response During Six Recorded Earthquake Events
K. Romstad, B. Maroney and M. Chajes

Building Vibration Characteristics From Recorded Data
G.C. Pardoen

Earthquake Response of Foothill Communities Law & Justice Center
G.C. Hart

Soil-Structure Effects in Building Response
G.L. Fenves

Engineering Interpretation of the Responses of Three Instrumented Buildings in San Jose
S.A. Mahin, R. Boroschek and C. Zeris