Seismically Resilient Bridge Bents with Stretch Length Anchors as Energy Dissipators
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2025-06-01
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Edition:Final Report
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Abstract:Accelerated bridge construction (ABC) using precast concrete bents has substantial potential to improve construction time and seismic performance in earthquake-prone regions. This study investigates the seismic performance of hybrid self-centering bridge bents that employ unbonded post-tensioning (PT) bars for self-centering and replaceable stretch length anchors (SLAs) as external energy-dissipation devices. Experimental cyclic loading tests were performed on a 42% scale, two-column bridge bent to assess its self-centering capability and hysteretic energy dissipation. The study included four test configurations: two with combined PT bars and SLAs and two with PT bars only, the variables included shear key details at the footings and cap beam.
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Main Document Checksum:urn:sha-512:538083b681bb9af1779edc75c522e2f7d5a1c706eb8bf5f9d62156cf26e0f83b86c60e3deeb6e1983ddede5f5c3507936fa4d02afa4d5133e0238a888c19073a
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