Marsh, M. L., Stanton, J., Eberhard, M. O., & Haraldsson, O. (2010). A Precast Bridge Bent System for Seismic Regions: Phase I Report. Federal Highway Administration (U.S.). https://rosap.ntl.bts.gov/view/dot/54119
Marsh, M. Lee, John Stanton, Marc O. Eberhard, and Olafur Haraldsson. A Precast Bridge Bent System for Seismic Regions: Phase I Report. Federal Highway Administration (U.S.), 2010. https://rosap.ntl.bts.gov/view/dot/54119.
Marsh, M. Lee, et al. A Precast Bridge Bent System for Seismic Regions: Phase I Report. Federal Highway Administration (U.S.), 2010, ROSA P. https://rosap.ntl.bts.gov/view/dot/54119.
This report describes a precast concrete bridge bent system that is suitable for high seismic zones. Lateral load tests on both the top (column-to-cap) and bottom (column-to-footing) connections of the system have demonstrated that the connections have strengths and ductilities similar to those of comparable cast-in-place connections. Additional tests on the bottom connection of the system are ongoing, and construction of a demonstration bridge project will begin later this year. The final development of this system is partially funded by the FHWA’s Highways for LIFE Technology Partnerships Program (DTFH61-09-00005). Information on both the Highways for LIFE program and this project may be found at http://www.fhwa.dot.gov/hfl/.
Marsh, M. L., Stanton, J., Eberhard, M. O., & Haraldsson, O. (2010). A Precast Bridge Bent System for Seismic Regions: Phase I Report. Federal Highway Administration (U.S.). https://rosap.ntl.bts.gov/view/dot/54119
Marsh, M. Lee, John Stanton, Marc O. Eberhard, and Olafur Haraldsson. A Precast Bridge Bent System for Seismic Regions: Phase I Report. Federal Highway Administration (U.S.), 2010. https://rosap.ntl.bts.gov/view/dot/54119.
Marsh, M. Lee, et al. A Precast Bridge Bent System for Seismic Regions: Phase I Report. Federal Highway Administration (U.S.), 2010, ROSA P. https://rosap.ntl.bts.gov/view/dot/54119.
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