Keyphrases
Accelerogram
35%
Amplitude Scaling
37%
Arias Intensity
31%
Bracing System
37%
C-shaped
40%
Confined Concrete Model
22%
Cumulative Absolute Velocity
23%
Cyclic Response
23%
Design Spectra
26%
Displacement Ductility
26%
Dual Scaling
48%
Ductility Demand
38%
Earthquake Ground Motions
39%
Earthquake Records
35%
Earthquake-resistant Structures
30%
Europe
53%
Finite Element Analysis
22%
Finite Element Model
26%
Frame Structure
45%
Friction Unit
27%
Ground Motion Parameters
35%
Housner Intensity
42%
Hysteretic Behavior
27%
Hysteretic Devices
35%
Instrumental Intensity
31%
Intensity Scale
38%
Invasivity
50%
Local Site Conditions
23%
MDOF System
26%
Middle East
31%
Natural Accelerogram
97%
Nonlinear Analysis
54%
Nonlinear Time History Analysis
28%
Passive Control
53%
Portal Frame
23%
Proposed Equation
22%
RC Frame
45%
RC Members
32%
Rigorous Method
30%
Scaling Criteria
45%
Seismic Design
35%
Seismic Input
32%
Smith Model
22%
Spectral Acceleration
30%
Spectrum Intensity
57%
Stiff Soil
24%
Stiffness
39%
Strong Ground Motion
23%
Time History Analysis
37%
Transverse Reinforcement
45%
Engineering
Absolute Velocity
26%
Beam-Column
22%
Bracing System
67%
Column Joint
22%
Concrete Cover
22%
Confined Concrete
35%
Cyclic Loading
17%
Cyclic Strain
15%
Damping Ratio ΞΆ
15%
Degree of Freedom
22%
Design Earthquake
22%
Design Spectrum
42%
Dynamic Behavior
15%
Earthquake Resistant Structure
45%
Energy Dissipation
67%
Energy Engineering
35%
Engineering
50%
Experimental Result
15%
Fiber-Reinforced Concrete
25%
Finite Element Analysis
37%
Finite Element Modeling
30%
Framed Structure
67%
Good Agreement
30%
Good Correlation
22%
Ground Acceleration
18%
Ground Movement
87%
Joints (Structural Components)
22%
Linear Time
15%
Local Site
37%
Motion Parameter
28%
Natural Period
22%
Nonlinear Analysis
65%
Numerical Stability
15%
Parametric Study
72%
Portal Frame
25%
Potential Application
22%
Redesign
45%
Reinforced Concrete
45%
Response Characteristic
15%
Retro-Fitting
57%
Road
22%
Seismic Analysis
30%
Seismic Design
42%
Seismic Response
22%
Site Condition
37%
Site Distance
22%
Steel Frame
22%
Steel Plate
15%
Time Domain
18%
Time History
100%