Support

Support Options

Submit a Support Ticket

 

NEES Project Warehouse

Seismic Design of Reinforced Masonry Shear-wall Structures
Curation progress:

The experiment contains sensor measurements, metadata, and documentation. DOI was assigned.

Complete - 06/13/2013

What's this?

The curation dashboard shows your progress as you add required elements to your project or experiment.

Complete
Incomplete
None
Cyclic Tests of Cantilever CMU Wall Specimen C7 at WSU
|
DOI:10.4231/D3G44HQ6W
Experiment Type: Large Scale
Description: Wall Specimen C7 had a height-to-length aspect ratio of 2.0, four No. 6 vertical reinforcement bars located in the two outermost cells (jamb reinforcement) and one No. 4 vertical reinforcement bar located at mid-length, two No. 3 horizontal reinforcement bars spaced 8-in. on center, and zero axial load. The vertical reinforcement did not contain lap splices.
Dates: February 10, 2012 - May 20, 2012
Facility: Washington State University, WA, United States
Equipment:
Specimen Type: Wall Specimen C7 at WSU Material
Material: Material Properties Material Properties (view)
Sensors: WSU-C7 Sensor Location
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
Loading Trial-1..
Documentation
Related Documents:
Analysis
No files available
Images:
Tags (keywords):
  1. reinforced masonry
  2. Shear Wall
  3. quasi-static
  4. seismic performance
Cite this work:
Farhad Ahmadi (2013). "Cyclic Tests of Cantilever CMU Wall Specimen C7 at WSU", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3G44HQ6W