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Post-Tensioned Coupled Shear Wall Systems
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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
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)
Group Space: Project:Post-Tensioned Coupled Shear Wall Systems
Report on Data Status: View Report
Equipment: View Details
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Tags (keywords):
  1. Coupling beam
  2. digital image correlation
  3. Coupled wall
  4. Earthquake Engineering
  5. Large Scale
  6. large scale testing
  7. Reinforced Concrete
  8. Reinforced Concrete Structures
  9. Reinforced Concrete Walls
  10. Shear Wall
  11. structural engineering
  12. unbonded post-tensioned wall
Data Re-use Status: This Project does not reuse data from other projects.