Chapter
Jun 20, 2012
Dimensional Response Analysis of Inelastic Structures
Authors: Nicos Makris [email protected] and Theodoros Psychogios [email protected]Author Affiliations
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
This paper introduces a new way of estimating the inelastic response of yielding structures with behavior that can be approximated with the elastoplastic idealization. The proposed approach emerges from formal dimensional analysis and is liberated from the response of the elastic system. The application of the proposed method hinges upon the existence of a distinct time scale and a length scale that characterize the most energetic component of the ground shaking. The most decisive feature of this work is that the inelastic response curves that result with the proposed approach assume similar shapes for different values of the normalized yield displacement. Because of this similarity the paper proposes a single inelastic response curve which offers directly the maximum inelastic displacement of the structure given the energetic pulse period and pulse amplitude of the ground shaking.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Continuum mechanics
- Curvature
- Deformation (mechanics)
- Displacement (mechanics)
- Dynamics (solid mechanics)
- Elastic analysis
- Elasticity and Inelasticity
- Elastoplasticity
- Engineering fundamentals
- Engineering mechanics
- Geometry
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Mechanical properties
- Solid mechanics
- Structural analysis
- Structural behavior
- Structural dynamics
- Structural engineering
- Structural mechanics
- Structural response
Authors
Affiliations
Professor, University of Patras, Department of Civil Engineering, 26500 Patras, Greece. E-mail: [email protected]
Civil Engineer, M.Sc.E-mail: [email protected]
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