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May 14, 1996
Sacramento, California
Edited by M.J. Huang
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Table of Contents
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Preface
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Analysis of Strong Motion Records from a Parking Structure During the January 17th Northridge Earthquake
S. Hilmy, S. Werner, A. Nisar and J. Masek
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1
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Performance of 20 Extensively-Instrumented Buildings During the 1994 Northridge Earthquake
F. Naeim
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19
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Verification of Response Spectral Shapes and Anchor Points for Different Site Categories for Building Design Codes
W. Silva and G. Toro
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37
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Recovery of Records from Code-Required Accelerographs after the Northridge Earthquake
A. Shakal, C. Petersen, R. Darragh, M. Huang, R. Nigbor and K. Madura
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53
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Implications of the Strong-Motion Records from a Retrofitted Curved Bridge on Seismic Design and Performance
D. Liu, A. Kartoum, S. Dhillon, X. Chen and R. Imbsen
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71
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Case Studies of 25 Buildings Subjected to Strong Shaking in the Northridge Earthquake
F. Turner
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89
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Strong-Motion Records from Buildings Damaged in Earthquakes
M. Huang, P. Malhotra and A. Shakal
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99
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Application of Recorded Motion to Post-Northridge Evaluation of Steel Frame Buildings
J. Kariotis
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117
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