Partially restrained seismically isolated continuous (PRSI) bridges are a particular class of isolated bridges in which isolation bearings are placed only between the superstructure and the piers, while steel-plate stoppers or other devices restrain the transverse motion of the deck at the abutments. This study illustrates a simplified model for the preliminary assessment and design of these systems. The dynamic problem of PRSI bridges is described in a variational form, in order to obtain a simplified solution based on a pre-fixed transverse deformed shape of the deck. Simple formula are derived for estimating the seismic response quantities of interest. Additional formula are also proposed to account for the contribution of higher modes of vibration, which are important for the verification of some bridge components, such as the abutment restraints. Based on the simplified model, a procedure for the preliminary design of the isolation bearing properties is proposed. The objective of the design procedure is to control the internal actions on the piers by means of an appropriate configuration of the isolation bearings and this may be of interest both for the design of new bridges and the retrofit of existing bridges. Validation studies are undertaken in order to assess the effectiveness of the simplified formulation in describing the bridge seismic response and the ability of the proposed design procedure to control the force demand on the piers.
Partially isolated bridges: simplified seismic assessment and design
DALL'ASTA, Andrea
2011-01-01
Abstract
Partially restrained seismically isolated continuous (PRSI) bridges are a particular class of isolated bridges in which isolation bearings are placed only between the superstructure and the piers, while steel-plate stoppers or other devices restrain the transverse motion of the deck at the abutments. This study illustrates a simplified model for the preliminary assessment and design of these systems. The dynamic problem of PRSI bridges is described in a variational form, in order to obtain a simplified solution based on a pre-fixed transverse deformed shape of the deck. Simple formula are derived for estimating the seismic response quantities of interest. Additional formula are also proposed to account for the contribution of higher modes of vibration, which are important for the verification of some bridge components, such as the abutment restraints. Based on the simplified model, a procedure for the preliminary design of the isolation bearing properties is proposed. The objective of the design procedure is to control the internal actions on the piers by means of an appropriate configuration of the isolation bearings and this may be of interest both for the design of new bridges and the retrofit of existing bridges. Validation studies are undertaken in order to assess the effectiveness of the simplified formulation in describing the bridge seismic response and the ability of the proposed design procedure to control the force demand on the piers.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
