Keyphrases
Vibrating Barrier
100%
Soil-structure Interaction
39%
Structural System
38%
Ground Motion
37%
Vibration Control
35%
Preisach
34%
Response Spectrum
33%
Seismic Protection
29%
Stochastic Analysis
28%
Messina
23%
Spectral Compatibility
22%
Earthquake
22%
Dynamic Response
21%
Urban Environment
20%
Non-propagating Crack
20%
Fully Non-stationary
20%
Structural Response
19%
Behaving
19%
Existing Buildings
18%
Bell Tower
18%
Seismic Action
17%
Stochastic Response
17%
Ground Motion Time History
17%
Monte Carlo Simulation
15%
Stochastic Seismic Analysis
15%
Linear Systems
15%
Stochastic Input
15%
Existing Structures
15%
Cathedral
15%
Seismic Ground Motion
15%
Nonlinear Behavior
15%
Seismic Codes
15%
Seismic Response
14%
Structure Response
14%
Numerical Results
13%
Mass Distribution
13%
Structural Damage
13%
Uncertain-but-bounded
13%
Vibrational Response
13%
Cantilever Beam
13%
Zoser Pyramid
13%
Inerter
13%
Compliant Base
13%
Quasi-stationary
13%
Numerical Application
13%
Higher Modes
12%
Probability Density Function
12%
Finite Element Model
12%
Monte Carlo Study
12%
Seismic Structural Response
12%
Engineering
Ground Movement
90%
Soil Structure Interactions
59%
Vibration Control
43%
Dynamic Response
41%
Structural System
39%
Gaussians
38%
Time History
37%
Seismic Response
36%
Structural Response
23%
Finite Element Modeling
21%
Degree of Freedom
20%
Propagating Crack
20%
Nonlinear Behavior
20%
Finite Element Analysis
19%
Power Spectral Density
19%
Seismic Action
19%
Seismic Analysis
18%
Industrial Building
17%
Energy Engineering
17%
Harmonics
17%
Discrete Model
16%
Numerical Application
15%
Frequency Domain
13%
Cantilever Beam
13%
Structural Damage
13%
Single Degree
13%
Random Process
13%
Mass Distribution
13%
Coupled System
13%
Rotational
13%
Base Model
13%
Oscillator
13%
Structure Interaction Effect
12%
Parameter Model
11%
Lumped Parameter
11%
Mass Weight
11%
Experimental Result
11%
Design Parameter
10%
Safety Issue
10%
Public Safety
10%
Conventional Time
10%
Truncation
10%
Noise Process
10%
Structural Modification
10%
Nonlinearity
9%
Heritage Structure
9%
Nonconductor
9%
Structural Model
9%
Parametric Study
9%
Motion Model
8%