ASCE 4 98 : 2000

PREFACE
ACKNOWLEDGMENTS
Standard
1.0 GENERAL
1.1 INTRODUCTION
1.2 DEFINITIONS
1.3 NOTATION
2.0 SEISMIC INPUT
2.1 SEISMIC GROUND MOTIONS
2.2 RESPONSE SPECTRA
2.3 TIME HISTORIES
2.4 POWER SPECTRAL DENSITY FUNCTIONS
2.5 ADDITIONAL REQUIREMENTS FOR STRUCTURES
    SENSITIVE TO LONG PERIOD MOTIONS
3.0 ANALYSIS
3.1 MODELING OF STRUCTURES
3.2 ANALYSIS OF STRUCTURES
3.3 SOIL-STRUCTURE INTERACTION MODELING AND ANALYSIS
3.4 INPUT FOR SUBSYSTEM SEISMIC ANALYSIS
3.5 SPECIAL STRUCTURES
Nonmandatory Appendix
A1.0 NONMANDATORY APPENDIX A: EVALUATIONS BEYOND THE
     DESIGN BASIS
A1.1 INTRODUCTION
A2.1 HISTORY OF SPRA AND SMA
A3.1 PURPOSE AND OVERVIEW OF SEISMIC PROBABILISTIC
     RISK ASSESSMENT
A4.1 PURPOSE AND OVERVIEW OF SEISMIC MARGIN ASSESSMENT
     METHODOLOGY
A5.1 COMPARISON OF SEISMIC EVALUATION METHODOLOGIES
A6.1 COMPARISON OF SPRA TO STANDARD
A7.1 COMPARISON OF SMA TO STANDARD
A8.1 REFERENCES
Commentary
C2.0 SEISMIC INPUT
C2.1 SEISMIC GROUND MOTIONS
C2.2 RESPONSE SPECTRA
C2.3 TIME HISTORIES
C2.4 POWER SPECTRAL DENSITY FUNCTIONS
C2.5 ADDITIONAL REQUIREMENTS FOR STRUCTURES
     SENSITIVE TO LONG-PERIOD MOTIONS
C3.0 ANALYSIS
C3.1 MODELING OF STRUCTURES
C3.2 ANALYSIS OF STRUCTURES
C3.3 SOIL-STRUCTURE INTERACTION MODELING AND ANALYSIS
C3.4 INPUT FOR SUBSYSTEM SEISMIC ANALYSIS
C3.5 SPECIAL STRUCTURES
Index

Specifies requirements for performing analyses for the purpose of new structure design or existing structure evaluation that will lead to the reliability of structures under earthquake motions.