|
Table of Contents
|
|
Preface
|
|
Source, Path, and Site Ground Motion Model of the Loma Prieta Earthquake: Preliminary Results
W. Silva and C. Stark
|
1-1
|
|
The Influence of Critical Moho Reflections on Strong Ground Motion Attenuation in California
P. Somerville, N. Smith, R. Graves and D. Dreger
|
2-1
|
|
Strong Shaking Directions From the 18 October 1989 Loma Prieta Earthquake and Aftershocks in San Francisco and Oakland
J. Vidale and 0. Bonamassa
|
3-1
|
|
Evaluation of Structural Response Factors Using Ground Motions Recorded During the Loma Prieta Earthquake
E. Miranda and V. Bertero
|
4-1
|
|
Evaluating Design Provisions and Actual Performance of a Modern High-Rise Steel Structure
A. Astaneh, D. Bonowitz and C. Chen
|
5-1
|
|
Degradation of Plywood Roof Diaphragms Under Multiple Earthquake Loading
J. Bouwkamp, R. Hamburger and J. Gillengerten
|
6-1
|
|
Evaluation of Code Accidental Torsional Provisions Using Strong Motion Records From Regular Buildings
J. De la LLera and A. Chopra
|
7-1
|
|
Torsional Response Characteristics of Regular Buildings Under Different Seismic Excitation Level
H. Sedarat, S. Gupta and S. Werner
|
8-1
|
|
Seismic Performance Investigation of the Hayward-Bart Elevated Section Instrumented Under CSMIP
J. Penzien, W. Tseng and M. Yang
|
9-1
|
|
Analysis of the Recorded Response of Lexington Dam During Various Levels of Ground Shaking
F. Makdisi, C.Y. Chang, Z. Wang and C. Mok
|
10-1
|
|
Soil-Foundation-Structure Behavior at the Oakland Outer Harbor Wharf
G. Norris, R. Siddharthan, Z. Zafir, S. Abdel-Ghaffar and P. Gowda
|
11-1
|
|
Response of Base-Isolated Structures in Recent Californian Earthquakes
J. Kelly, I. Aiken and P. Clark
|
12-1
|
|
Analysis of a Two Story Oakland Office building During the Loma Prieta Earthquake
F. McClure
|
13-1
|
|
Correlation Between Recorded Building Data and Non-Structural Damage During the Loma Prieta Earthquake
S. Rihal
|
14-1
|
|
An Investigation of Serviceability Requirements of the 1988 UBC Seismic Provisions
C. Uang and A. Maarouf
|
15-1
|
|
Dynamic Amplification of Ground Motions by Low-Rise, Stiff Shear Wall Buildings
J . Raggett and C . Rojahn
|
16-1
|