Chapter
Jul 11, 2012
Practical Design Considerations for Steel Slit Panel Frames
Authors: Matt Hebdon [email protected], Jason Lloyd [email protected], and Judy Liu [email protected]Author Affiliations
Publication: Structures Congress 2012
Abstract
The Steel Slit Panel Frame (SSPF) has promise as a lateral force resisting system, exhibiting good energy dissipation and ductile behavior. Further benefits include ease of fabrication and erection and use of Steel Slit Panels (SSPs) as replaceable fuse elements. However, issues of residual drift and cumulative story stiffness reduction should be addressed further before the SSPF can be implemented in practice. Cumulative story stiffness reduction in the SSPF is the result of SSP-frame interaction. Preliminary design guidelines are refined through a parametric study of various SSPF configurations. Residual drift may hamper installation of new SSPs after a seismic event. However, preliminary analysis results suggest that some simple detailing could be used to accommodate residual drift. SSPF residual drift and possible replaceable fuse strategies are investigated.
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Copyright
© 2012 American Society of Civil Engineers.
History
Published online: Jul 11, 2012
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ASCE Technical Topics:
- Continuum mechanics
- Drift (structural)
- Dynamics (solid mechanics)
- Earthquake engineering
- Energy infrastructure
- Engineering fundamentals
- Engineering mechanics
- Forces (type)
- Frames
- Geotechnical engineering
- Infrastructure
- Lateral forces
- Lifeline systems
- Panels (structural)
- Seismic effects
- Seismic tests
- Solid mechanics
- Steel frames
- Stiffening
- Structural behavior
- Structural engineering
- Structural members
- Structural systems
- Tests (by type)
Authors
Affiliations
Graduate student, School of Civil Engineering, Purdue University, West Lafayette, IN 47907-2051. E-mail: [email protected]
Graduate student, School of Civil Engineering, Purdue University, West Lafayette, IN 47907-2051. E-mail: [email protected]
Associate Professor, School of Civil Engineering, Purdue University, West Lafayette, IN 47907-2051. E-mail: [email protected]
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