Keyphrases
1999 Chi-Chi Earthquake
19%
Acceleration Amplification Factor
24%
Acceleration Demands
100%
Acceleration Ratio
16%
Acceleration Sensitivity
19%
Amplification Factor
19%
Building Codes
20%
Building Height
15%
Building Rooftop
18%
Component Factor
17%
Design Forces
22%
Ductility
21%
Earthquake
23%
Eastern Canada
34%
Floor Acceleration
23%
Floor Spectra
14%
Functional Components
27%
Horizontal Ground Motion
14%
Instrumented Buildings
29%
Low-rise
14%
Mid-rise
14%
Moderately Ductile
36%
Moment Resisting Frame Buildings
35%
Montreal
24%
National Building Code of Canada
33%
Nonstructural Components
93%
Out-of-plane Failure
14%
Peak Floor Acceleration
26%
Probabilistic Assessment
14%
RC Frame Buildings
36%
RC Moment-resisting Frame
29%
Rooftop
47%
Seismic Acceleration
40%
Seismic Analysis
19%
Seismic Design
23%
Seismic Floor Accelerations
21%
Seismic Force
18%
Seismic Zone
24%
Simplified Method
24%
Site Class
37%
Soil Site
14%
Spectral Acceleration
44%
Taiwan
19%
Telecommunication Tower
29%
Unreinforced Masonry Buildings
14%
Unreinforced Masonry Wall
14%
Vertical Acceleration
26%
Vertical Seismic Excitation
22%
Vulnerability Assessment
14%
Wall Building
14%
Engineering
Accurate Prediction
14%
Amplification Factor
22%
Building Code
83%
Building Interior
14%
Concrete Buildings
22%
Damage State
17%
Design Process
14%
Dynamic Amplification Factor
14%
Elastic Analysis
14%
Elastic Range
14%
Elastic Structure
14%
Eurocodes
14%
Exceedance
14%
Failure Plane
14%
Fire Protection
14%
Frequency Domain
14%
Functional Component
25%
Fundamental Mode
22%
Ground Acceleration
20%
Ground Level
22%
Ground Movement
51%
Horizontal Ground Motion
14%
Illustrates
12%
Lateral Loads
16%
Linear Behavior
22%
Nodes
14%
Nonlinear Behavior
22%
Nonlinearity
29%
Optimal Performance
14%
Reinforced Concrete
47%
Resonant Frequency
14%
Response Spectrum
25%
Rise Building
25%
Seismic Analysis
22%
Seismic Design
26%
Seismic Response
18%
Seismic Zone
19%
Severe Earthquake
14%
Shear Walls
14%
Simplified Method
22%
Span Length
14%
Structural Behavior
14%
Structural Response
14%
Supporting Structure
36%
Telecommunication
33%
Time History
40%
Tower
29%
Unreinforced Masonry
14%
Walls (Structural Partitions)
14%
Yield Point
14%