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Post-Tensioned Coupled Shear Wall Systems
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PI(s): Yahya C Kurama, Michael J McGinnis
Dates: November 01, 2010 - October 01, 2014
Facility: Lehigh University, PA, United States
Organization(s): Lehigh University, PA, United States
University of Notre Dame, IN, United States
This project investigates the feasibility of a new structural system for seismic regions, i.e., a seismic-resistant reinforced concrete (RC) coupled shear wall system where the widely-used, unbonded post-tensioned (PT) RC floor slab construction method... (more)