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|Executive Summary:||Download Document|
|PI(s):||Yahya C Kurama, Michael J McGinnis|
|Dates:||November 01, 2010 - October 01, 2014|
|Facility:||Lehigh University, PA, United States|
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)
|Sponsor:||NSF - CMMI - 1041598 (view)|
|Group Space:||Project:Post-Tensioned Coupled Shear Wall Systems|
|Report on Data Status:||View Report|
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|Data Re-use Status:||This Project does not reuse data from other projects.|