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Keyphrases
1999 Chi-Chi Earthquake
19%
Acceleration Amplification Factor
21%
Acceleration Demands
69%
Acceleration Ratio
25%
Amplification Factor
39%
Building Codes
21%
Building Height
42%
Building Rooftop
18%
Component Factor
17%
Design Forces
22%
Ductility
22%
Earthquake
27%
Eastern Canada
37%
Floor Acceleration Demands
69%
Force Factor
20%
Functional Components
27%
Height Factor
15%
Horizontal Acceleration
19%
Instrumented Buildings
29%
Lateral Load Resisting System
28%
Linear Time History Analysis
18%
Mid-rise
22%
Moderately Ductile
37%
Moment Resisting Frame Buildings
39%
Moment Resisting Frames
18%
Montreal
31%
National Building Code of Canada
34%
Nonstructural Components
100%
Peak Floor Acceleration
45%
Peak Ground Acceleration
17%
RC Frame Buildings
37%
RC Moment-resisting Frame
29%
Reinforced Concrete Buildings
34%
Rooftop
56%
Seismic Acceleration
40%
Seismic Analysis
23%
Seismic Design
26%
Seismic Floor Accelerations
22%
Seismic Force
18%
Seismic Zone
17%
Simplified Method
23%
Site Class
49%
Spectral Acceleration
53%
Taiwan
19%
Telecommunication Tower
29%
Torsion
22%
Uniform Hazard Spectra
23%
Vertical Acceleration
37%
Vertical Seismic Excitation
22%
Vertical-to-horizontal Spectral Acceleration Ratio
22%
Engineering
Amplification Factor
42%
Building Code
76%
Building Interior
14%
Canada
58%
Case Study
14%
Ceilings
14%
Concrete Buildings
44%
Damage State
17%
Design Practice
14%
Design Process
14%
Dynamic Amplification Factor
14%
Elastic Analysis
14%
Elastic Range
14%
Elastic Structure
14%
Eurocodes
14%
Exceedance
29%
Failure Plane
14%
Fire Protection
14%
Functional Component
29%
Fundamental Mode
22%
Ground Acceleration
22%
Ground Level
22%
Ground Movement
70%
Horizontal Ground Motion
14%
Lateral Loads
33%
Linear Behavior
22%
Linear Time
27%
Nodes
19%
Nonlinear Behavior
22%
Nonlinearity
29%
Optical Spectrum
78%
Optimal Performance
14%
Prediction Accuracy
14%
Reinforced Concrete
71%
Resonant Frequency
14%
Response Spectrum
32%
Rise Building
26%
Seismic Design
29%
Seismic Response
18%
Severe Earthquake
14%
Shear Walls
37%
Span Length
14%
Structural Behavior
14%
Structural Response
14%
Supporting Structure
37%
Telecommunication
18%
Time History
61%
Unreinforced Masonry
14%
Walls (Structural Partitions)
14%
Yield Point
14%