Re-shaping hysteretic behaviour using resetable devices to customise structural response and forces
| dc.contributor.author | Rodgers, G.W. | |
| dc.contributor.author | Mander, J.B. | |
| dc.contributor.author | Chase, Geoff | |
| dc.contributor.author | Mulligan, K.J. | |
| dc.contributor.author | Deam, B.L. | |
| dc.contributor.author | Carr, A.J. | |
| dc.date.accessioned | 2007-06-12T21:45:08Z | |
| dc.date.available | 2007-06-12T21:45:08Z | |
| dc.date.issued | 2006 | en |
| dc.description.abstract | Semi-active dampers have significant capability to reduce wind and seismic structural response. A novel resetable device with independent valve control laws that enable semi-active re-shaping of the overall structural hysteretic behaviour has been recently developed and validated. Three methods of re-shaping structural hysteretic dynamics are statistically analysed in a performance-based seismic design context. Response reduction factors from the uncontrolled case are obtained across a spectrum of structural natural periods for displacement response, structural force, and total base shear. Overall results indicate that reduction factors are suite (near-field versus far-field) invariant. Resisting all motion and resetting at zero velocity adds damping in all four quadrants and showed 40-60% reductions in the structural force and displacement at the cost of a 20-60% increase in total base-shear. Resisting only motion away from equilibrium adds damping in quadrants I and 3, and gave reductions of 20-40%, with a 20-50% increase in total base-shear. However, only resisting motion towards equilibrium added damping in quadrants 2 and 4 only,, for which the structural responses and total base-shear were reduced 20-40%. The reductions in both response and base-shear indicate the appeal of this unique, semi-active hysteresis sculpting approach for seismic retrofit applications largely due to the reduction of the force and overturning demands on the foundation system | en |
| dc.identifier.citation | Rodgers, G.W., Mander, J.B., Chase, J.G., Mulligan, K.J., Deam, B.L., Carr, A.J. (2006) Re-Shaping hysteretic behaviour using resetable devices to customise structural response and forces. San Francisco, CA, USA: 100th Anniversary Earthquake Conference including the 8th U.S. National Conference on Earthquake Engineering (8NCEE), 18-21 Apr 2006. 10 pp. | en |
| dc.identifier.uri | http://hdl.handle.net/10092/95 | |
| dc.language.iso | en | |
| dc.publisher | University of Canterbury. Civil Engineering. | en |
| dc.publisher | University of Canterbury. Mechanical Engineering. | en |
| dc.rights.uri | https://hdl.handle.net/10092/17651 | en |
| dc.subject.marsden | Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering | en |
| dc.subject.marsden | Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering | en |
| dc.title | Re-shaping hysteretic behaviour using resetable devices to customise structural response and forces | en |
| dc.type | Conference Contributions - Published |