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ASPECTS OF THE GLOBAL INELASTIC STABILITY OF FRAMES.
Keith Hjelmstad
, Egor P. Popov
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Keyphrases
Lateral Load
100%
Inelastic Stability
100%
Vertical Load
100%
Structural System
50%
Loss Rate
50%
Carrying Capacity
50%
Limiting Behavior
50%
Instability Problem
50%
Buckling Mode
50%
Moment Resisting Frames
50%
Cross-sectional Dimension
50%
Column Members
50%
Analysis-suitable
50%
Force-deformation Characteristic
50%
Column Strength
50%
Eccentrically Braced Frame
50%
Engineering
Structural System
100%
Deformation Characteristic
100%
Lateral Loads
100%
Buckling Mode
100%
Bracing System
100%
Sectional Dimension
100%
Column Strength
100%