Comparative Performance Evaluation of Retrofit Alternatives for Upgrading Simply Supported Bridges Using 3D Fiber-Based Analysis

Abstract

This study aims to select an effective mitigation approach from different alternatives to upgrade substandard RC bridges to meet the seismic performance objectives of current design standards. The performance assessment results for an existing benchmark bridge confirmed that the bent curvature ductility and bearing displacement control the seismic response. Thus, five contemporary retrofit solutions were investigated, including adding different supplementary lateral force-resisting systems (SLFRSs), replacing old bearings with those equipped with shape memory alloy (SMA), and combinations of these retrofit options. Fourteen earthquake records representing long- and short-period seismic events and the seismo-tectonic characteristics of a moderate seismic region were progressively scaled and applied separately in the two orthogonal directions of detailed simulation models representing the retrofitted benchmark bridge. This study provided insights into the impact of combining contemporary seismic risk mitigation techniques on improving the seismic performance of substandard bridges and presented a range of fragility functions for delaying structural damage and minimizing disruption of existing bridges to avoid traffic interruption. The dynamic response simulation results in the longitudinal direction (LD) confirmed that utilizing SMA bearings reduces curvature ductility and bearing displacement demands. Although the probabilistic assessment study in the transverse direction (TD) indicated that SMA bearings adequately reduce displacement demands, the bridge should be equipped with SLFRSs to overcome the bents’ high curvature ductility demands. Therefore, the most effective retrofit technique in TD is achieved using both SMA bearings and steel bracings.

The Geometric Configuration of Lubricant Recesses of the Polymer Sliding Layer of the Bearing

“…At the same time, bridge performance depends largely on the ability of bridge bearings to fulfill their functions and absorb seismic loads. Researchers consider various improvements and modifications of bridge bearings to expand their functionality [9][10][11][17][18][19][20][21].…”

“…In [18], a jack is introduced that can be used for repair works even when seismic vibrations occur, which greatly simplifies works in seismically active zones. In general, there is a large set of work aimed at reducing bridge vibrations, such as the modernization of lead rubber bearings (LRBS) [19] and the study of a combination of different improvements both in the structural elements [20] and in themselves [17]. The Triple Friction Pendulum Bearing (TFPB) with adaptive behavior, which performs a non-linear dynamic analysis of the input data and tunes the system during operation [21], was also introduced.…”