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