| Site Index |
|
A
|
Attenuation
Relationships
- Attenuate program
- see Interactive Examples for specific relationships
- For Eastern and Central North America
- For Subduction Zones
- For Western North America
- Overview
|
B
|
|
C
|
|
D
|
Design
spectra - see Response spectra
DSHA - see Seismic hazard analysis
|
E
|
Earthquakes
- Energy
- Intensity
- Magnitude
- Magnitude estimates based on fault length
- Sources
- Sources of damage
Elastic Rebound Theory
Elastic response spectra - see Response spectra
|
F
|
Faulting
- Rupture length
- Types
FEMA 273
- Design philosophy
|
G
|
Ground
motion
- Amplitude
- At a site
Estimating
Factors influencing
- Frequency content
- Duration
|
H
|
|
I
|
Inelastic
response spectra - see Response spectra
Interactive Examples
- Attenuation relationships
Abrahamson and Silva
Anderson
Atkinson and Boore, Cascadia
Atkinson and Boore, CENA
Boore, Joyner and Fumal
Campbell
Sadigh, et al.
Spudich, et al.
Toro, Abrahamson and Schneider
Youngs, et al.
- Drift controlled preliminary frame design
- Modification of response spectra
- Newmark and Hall response spectra
|
J
|
|
K
|
|
L
|
|
M
|
|
N
|
Near fault
ground motions
- Effect on elastic response spectra
- Motion characteristics at a site
Nonlinear response spectra - see Response spectra
|
O
|
|
P
|
Performance-based
Design
- Common limit states
- Current approaches:
Vision 2000
SAC Steel Project
FEMA 273
- Current code performance
- Limit states design
- Reference documents
- Uncertainty and randomness in
PSHA - see Seismic hazard analysis
|
Q
|
|
R
|
Response
spectra
- Elastic design spectra
Code-stipulated
Changing the amount of viscous
damping
Effects of damping
Effects of directivity
Effects of soil conditions
Empirically derived
Newmark and Hall
Site-specific
Statistically derived
Uses of
- Inelastic design
|
S
|
SAC Steel
Project
- Design Philosopy
Seismic design philosophies/approaches
- Capacity design
- Damage tolerant design
- Elastic/ allowable stress design
- Limit states design - see Performance-based Design
- Nonlinear design
Seismic design process
- Determination of functional and operational
requirements
- Engineering
- Overview
- Quality control/assurance
- Selection of structural system
- Site evaluation
Seismic hazard analysis
- Deterministic (DSHA)
- Probabilistic (PSHA)
|
T
|
|
U
|
|
V
|
|
W
|
|
X
|
|
Y
|
|
Z
|