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Keyphrases
Dynamic Response
100%
Simplified Method
100%
Column Loss
100%
Dynamic Analysis of Structures
100%
Analytical Model
66%
Damping Effect
66%
Single-degree-of-freedom System
66%
Dynamic Increase Factor
66%
Model Assumptions
33%
Analytical Formula
33%
OpenSees
33%
Steel Frame
33%
Progressive Collapse
33%
Single Degree of Freedom
33%
Proposed Equation
33%
Dynamic Phenomena
33%
Deformation Mode
33%
Peak Displacement
33%
Analytical Methodology
33%
Inertia Effect
33%
Simplified Formula
33%
Numerical Dynamic Analysis
33%
Full Dynamic
33%
Beam-column Substructure
33%
Transient Dynamic Analysis
33%
Peak Response
33%
Progressive Collapse Analysis
33%
Engineering
Degree of Freedom
100%
Dynamic Response
100%
Single Degree
100%
Simplified Method
100%
Analytical Model
66%
Freedom System
66%
Closed Form
33%
Time Domain
33%
Steel Frame
33%
Beam-Column
33%
Inertia Effect
33%
Transient Dynamic Analysis
33%
Damping Effect
33%
Collapse Analysis
33%