### Abstract

This study examines the influence of ground motion characteristics on the optimal friction properties of single concave sliding bearings employed for the seismic isolation of structural systems. The evaluation of the optimal properties is carried out by considering a non-dimensional formulation which employs the peak ground acceleration (PGA) and the peak ground acceleration-to-velocity (PGA/PGV) ratio as ground motion parameters. A two-degree-of-freedom (2dof) model is employed to describe the isolated system and two different families of records representative respectively of near fault and far field seismic inputs are considered. Following the nondimensionalization of the equation of motion for the proposed ground motion parameters, it is shown that the non-dimensional responses obtained for the two types of seismic inputs are similar. This result confirms that PGA/PGV is a good indicator of the frequency content and of other characteristics of ground motion records, helping to reduce the scatter in the response. Regression expressions are also obtained for the optimal values of the friction coefficient that minimizes the superstructure displacements relative to the base as a function of the abovementioned ground motion parameter and of the dimensionless system parameters. These expressions can be used for the preliminary estimation of the optimal properties of isolation bearings with a single concave sliding surface or double concave sliding surfaces with equal friction coefficient.

Language | English |
---|---|

Pages | 346-364 |

Number of pages | 19 |

Journal | Soil Dynamics and Earthquake Engineering |

Volume | 104 |

Early online date | 13 Nov 2017 |

DOIs | |

State | Published - 1 Jan 2018 |

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### Keywords

- frequency characteristics of seismic input
- non-dimensional form
- optimal isolator properties
- PGA/PGV ratio
- seismic isolation
- single concave sliding bearings

### Cite this

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**Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures.** / Castaldo, P.; Tubaldi, E.

Research output: Contribution to journal › Article

TY - JOUR

T1 - Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures

AU - Castaldo,P.

AU - Tubaldi,E.

PY - 2018/1/1

Y1 - 2018/1/1

N2 - This study examines the influence of ground motion characteristics on the optimal friction properties of single concave sliding bearings employed for the seismic isolation of structural systems. The evaluation of the optimal properties is carried out by considering a non-dimensional formulation which employs the peak ground acceleration (PGA) and the peak ground acceleration-to-velocity (PGA/PGV) ratio as ground motion parameters. A two-degree-of-freedom (2dof) model is employed to describe the isolated system and two different families of records representative respectively of near fault and far field seismic inputs are considered. Following the nondimensionalization of the equation of motion for the proposed ground motion parameters, it is shown that the non-dimensional responses obtained for the two types of seismic inputs are similar. This result confirms that PGA/PGV is a good indicator of the frequency content and of other characteristics of ground motion records, helping to reduce the scatter in the response. Regression expressions are also obtained for the optimal values of the friction coefficient that minimizes the superstructure displacements relative to the base as a function of the abovementioned ground motion parameter and of the dimensionless system parameters. These expressions can be used for the preliminary estimation of the optimal properties of isolation bearings with a single concave sliding surface or double concave sliding surfaces with equal friction coefficient.

AB - This study examines the influence of ground motion characteristics on the optimal friction properties of single concave sliding bearings employed for the seismic isolation of structural systems. The evaluation of the optimal properties is carried out by considering a non-dimensional formulation which employs the peak ground acceleration (PGA) and the peak ground acceleration-to-velocity (PGA/PGV) ratio as ground motion parameters. A two-degree-of-freedom (2dof) model is employed to describe the isolated system and two different families of records representative respectively of near fault and far field seismic inputs are considered. Following the nondimensionalization of the equation of motion for the proposed ground motion parameters, it is shown that the non-dimensional responses obtained for the two types of seismic inputs are similar. This result confirms that PGA/PGV is a good indicator of the frequency content and of other characteristics of ground motion records, helping to reduce the scatter in the response. Regression expressions are also obtained for the optimal values of the friction coefficient that minimizes the superstructure displacements relative to the base as a function of the abovementioned ground motion parameter and of the dimensionless system parameters. These expressions can be used for the preliminary estimation of the optimal properties of isolation bearings with a single concave sliding surface or double concave sliding surfaces with equal friction coefficient.

KW - frequency characteristics of seismic input

KW - non-dimensional form

KW - optimal isolator properties

KW - PGA/PGV ratio

KW - seismic isolation

KW - single concave sliding bearings

UR - http://www.scopus.com/inward/record.url?scp=85033580368&partnerID=8YFLogxK

UR - http://www.sciencedirect.com/science/journal/02677261

U2 - 10.1016/j.soildyn.2017.09.025

DO - 10.1016/j.soildyn.2017.09.025

M3 - Article

VL - 104

SP - 346

EP - 364

JO - Soil Dynamics and Earthquake Engineering

T2 - Soil Dynamics and Earthquake Engineering

JF - Soil Dynamics and Earthquake Engineering

SN - 0267-7261

ER -