This thesis presents results from a comprehensive laboratory evaluation of the fracture and ultimate strength and deformation capacities of multistrand PT anchorage systems for use in seismic resilient rocking wall structures. The testing program encompassed two anchorage manufacturers, two anchorage alignment configurations, and two wedge geometries under both monotonic and cyclic loading.
University of Minnesota M.S. thesis. May 2013. Major: Civil Engineering. Advisor: Eshan V. Dave. 1 computer file (PDF); vii, 102 pages, appendices A-C.
Abramson, Daniel Arden.
Comprehensive evaluation of multistrand post-tensioning anchorage systems for seismic resilient rocking wall structures.
Retrieved from the University of Minnesota Digital Conservancy,
Content distributed via the University of Minnesota's Digital Conservancy may be subject to additional license and use restrictions applied by the depositor.