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2011 Bridge Research

This document discusses recent advancements in bridge engineering research from various experts at Oregon State University and other institutions. Topics include shear strengthening with near-surface mounted CFRP, effects of 95% tsunami loading on bridges, the impact of shrinkage limits on high-performance concrete, and internal curing methods for concrete bridge decks. Seismic resistance and the use of advanced materials in bridge construction also feature prominently, highlighting the collaborative efforts to enhance structural integrity and durability in the field of civil engineering.

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2011 Bridge Research

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  1. 2011 Bridge Research Near-Surface Mounted CRFP for Shear Strengthening • Chris Higgins, OSU – 95% Tsunami Loading on Bridges • Solomon Yim, OSU – 95% (Possible Pooled Fund) Shrinkage Limits and Testing Protocols for High Performance Concrete • Jason Ideker, OSU – 30%

  2. 2011 Bridge Research – cont. Internal Curing of Concrete Bridge Decks (using LWFA) • Jason Ideker, OSU – 70% (Looking for trial project) Internal Curing using SCA (Shrinkage Compensating Admixture) • Wen-Chen Jau, Taiwan – 100% Precast Concrete Bridge Decks with UHPC Joints • George Bornstedt – Trial project under contract Full-Depth Deck Panels – FIU webinar • Nov. 17, 2011 – 10:00 – 11:00 am – Bruce Johnson

  3. 2011 Bridge Research – cont. Seismic Resistance of Typical Bridges • Peter Dusicka, PSU Seismic Lifeline Routes • Planning Section ?? Inspection of P/T Bridges – Jeff Swanstrom ASTM A 706, Grade 80 rebar • Willamette River (Sellwood) Bridge / Willamette River (LRT) Welded Wire Fabric – Nov. 8 meeting @ TLC, Salem

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