TY - GEN
T1 - Adaptive negative stiffness
T2 - 1st International Conference on Advances in Civil Infrastructure Engineering, ICACIE 2012
AU - Nagarajaiah, Satish
AU - Pasalas, Dharma T.R.
AU - Reinhorn, Andrei
AU - Constantinou, Michael
AU - Sirilis, Apostolos A.
AU - Taylor, Douglas
PY - 2013
Y1 - 2013
N2 - Yielding can be emulated in a structural system by adding an adaptive "negative stiffness device" (NSD) and shifting the "yielding" away from the main structural system-leading to the new idea of "apparent weakening" that occurs ensuring structural stability at all displacement amplitudes. This is achieved through an adaptive negative stiffness system (ANSS), a combination of NSD and a viscous damper. By engaging the NSD at an appropriate displacement (apparent yield displacement that is well below the actual yield displacement of the structural system) the composite structure-device assembly behaves like a yielding structure. The combined NSD-structure system presented in this study has a re-centering mechanism thereby avoids permanent deformation in the composite structure-device assembly unless, the main structure itself yields. Essentially, a yielding-structure is "mimicked" without any, or with minimal permanent deformation or yielding in the main structure. As a result, the main structural system suffers less accelerations, less displacements and less base shear, while the ANSS "absorbs" them. This paper presents comprehensive details on development and study of the ANSS/NSD. Through numerical simulations, the effectiveness and the superior performance of the ANSS/NSD as compared to a structural system with supplemental passive dampers is presented. A companion paper presents the NSD and its mechanics in detail.
AB - Yielding can be emulated in a structural system by adding an adaptive "negative stiffness device" (NSD) and shifting the "yielding" away from the main structural system-leading to the new idea of "apparent weakening" that occurs ensuring structural stability at all displacement amplitudes. This is achieved through an adaptive negative stiffness system (ANSS), a combination of NSD and a viscous damper. By engaging the NSD at an appropriate displacement (apparent yield displacement that is well below the actual yield displacement of the structural system) the composite structure-device assembly behaves like a yielding structure. The combined NSD-structure system presented in this study has a re-centering mechanism thereby avoids permanent deformation in the composite structure-device assembly unless, the main structure itself yields. Essentially, a yielding-structure is "mimicked" without any, or with minimal permanent deformation or yielding in the main structure. As a result, the main structural system suffers less accelerations, less displacements and less base shear, while the ANSS "absorbs" them. This paper presents comprehensive details on development and study of the ANSS/NSD. Through numerical simulations, the effectiveness and the superior performance of the ANSS/NSD as compared to a structural system with supplemental passive dampers is presented. A companion paper presents the NSD and its mechanics in detail.
KW - Adaptive negative stiffness device
KW - Adaptive negative stiffness system
KW - Inelastic response
KW - Passive control
KW - Seismic protection
KW - Structural control
UR - https://www.scopus.com/pages/publications/84873177196
U2 - 10.4028/www.scientific.net/AMR.639-640.54
DO - 10.4028/www.scientific.net/AMR.639-640.54
M3 - Conference contribution
AN - SCOPUS:84873177196
SN - 9783037855843
T3 - Advanced Materials Research
SP - 54
EP - 66
BT - Advances in Civil Infrastructure Engineering
Y2 - 15 December 2012 through 16 December 2012
ER -