NEEShub services are beginning to be phased out. Please begin using DesignSafe ( Please submit a support ticket ( if you need any assistance.


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.

Experiment-35: Cyclic Tests of Cantilever CMU Wall Specimen C4 at WSU
Experiment Type: Large Scale
Description: Wall Specimen C4 had a height-to-length aspect ratio of 0.78, No. 7 vertical reinforcement spaced 16-in. on center with a splice length of 46 in. at the base of the wall, two No. 4 horizontal reinforcement spaced 8-in. on center, and an axial load of 86 kips.
Dates: January 10, 2012 - May 20, 2012
Facility: Washington State University, WA, United States
Specimen Type: Wall Specimen C4 at WSU Material
Material: Material Properties Material Properties (view)
Sensors: WSU-C4 Sensor Location
WSU-C4 DETAILS   (Data File Not Found)
WSU-C4 GAGES   (Data File Not Found)
TEST SETUP   (Data File Not Found)
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
Loading Trial-1..
Related Documents:
No files available
No Images Found.
Tags (keywords):
  1. Shear Wall
  2. quasi-static
  3. seismic performance
  4. reinforced masonry
Cite this work:
Farhad Ahmadi (2013). "Cyclic Tests of Cantilever CMU Wall Specimen C4 at WSU", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3VD6P487