The stiffness-weakening strategy for pier base isolation in swivel T-shaped rigid frame bridges: A study on seismic mechanism and system performance

Conventional fixed-base designs for swivel T-shaped rigid-frame bridges typically concentrate seismic damage in the piers, complicating post-earthquake repairs. This study investigates a pier-base isolation strategy that repurposes the cast-in-place closure segment into a stiffness-weakened structural fuse. The structural behavior was evaluated using component-level quasi-static tests and full-bridge macroscopic numerical simulations. Experimental results demonstrate that reducing the closure zone stiffness systematically redirects inelastic damage from the main pier column to the designated sacrificial segment. System-level simulations indicate that the stiffness-weakened boundary elongates the fundamental natural period of the bridge from 0.85 s to 1.96 s, reducing the theoretical resonance risk by over 60%. Compared to a conventional fixed-base design, the proposed isolation system reduces peak pier stresses by over 55%, improves girder stress uniformity by 40%, and dissipates approximately 75% of the input seismic energy through closure zone yielding and spherical hinge friction. Concurrently, the gravity-driven rocking mechanism restricts residual displacements to one-third of those in conventional designs. Crucially, a comparative assessment against a benchmark rocking self-centering (RSC) system reveals that the proposed strategy provides equivalent superstructure capacity protection (girder moment differences < 1%) and superior initial torsional stability (fundamental torsional period of 0.280 s vs. 13.01 s for the RSC configuration). The system also achieves a 77.3% hysteretic damping ratio under longitudinal excitation, avoiding the elastic strain energy constraints inherent to unbonded tendons. By transforming a temporary construction detail into a permanent isolation mechanism, this strategy achieves the seismic performance of advanced RSC systems without introducing specialized mechanical hardware, offering a cost-effective design alternative that eliminates long-term prestress loss and associated maintenance issues.

Authors

Institutions

Publication Details

Journal
Structures
Published
2026-04-16
DOI
https://doi.org/10.1016/j.istruc.2026.111839
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

The stiffness-weakening strategy for pier base isolation in swivel T-shaped rigid frame bridges: A study on seismic mechanism and system performance

Jiangzhou Wang, Chi Zhang, Lifeng Wang, Chuanyi Zhang et al.
Structures
Seismic Performance and Analysis
article

The stiffness-weakening strategy for pier base isolation in swivel T-shaped rigid frame bridges: A study on seismic mechanism and system performance

Jiangzhou Wang, Chi Zhang, Lifeng Wang, Chuanyi Zhang, Qilei Mou, Hong Li
article en

Abstract

Conventional fixed-base designs for swivel T-shaped rigid-frame bridges typically concentrate seismic damage in the piers, complicating post-earthquake repairs. This study investigates a pier-base isolation strategy that repurposes the cast-in-place closure segment into a stiffness-weakened structural fuse. The structural behavior was evaluated using component-level quasi-static tests and full-bridge macroscopic numerical simulations. Experimental results demonstrate that reducing the closure zone stiffness systematically redirects inelastic damage from the main pier column to the designated sacrificial segment. System-level simulations indicate that the stiffness-weakened boundary elongates the fundamental natural period of the bridge from 0.85 s to 1.96 s, reducing the theoretical resonance risk by over 60%. Compared to a conventional fixed-base design, the proposed isolation system reduces peak pier stresses by over 55%, improves girder stress uniformity by 40%, and dissipates approximately 75% of the input seismic energy through closure zone yielding and spherical hinge friction. Concurrently, the gravity-driven rocking mechanism restricts residual displacements to one-third of those in conventional designs. Crucially, a comparative assessment against a benchmark rocking self-centering (RSC) system reveals that the proposed strategy provides equivalent superstructure capacity protection (girder moment differences < 1%) and superior initial torsional stability (fundamental torsional period of 0.280 s vs. 13.01 s for the RSC configuration). The system also achieves a 77.3% hysteretic damping ratio under longitudinal excitation, avoiding the elastic strain energy constraints inherent to unbonded tendons. By transforming a temporary construction detail into a permanent isolation mechanism, this strategy achieves the seismic performance of advanced RSC systems without introducing specialized mechanical hardware, offering a cost-effective design alternative that eliminates long-term prestress loss and associated maintenance issues.

StructuresVol. 88
Inner Mongolia University of Science and Technology (CN), China Railway Construction Corporation (China) (CN), China Railway Group (China) (CN), Northeast Forestry University (CN)
Natural Science Foundation of Inner Mongolia
Sustainable cities and communities
Openalex Percentile: Top 27%
Seismic Performance and Analysis
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.