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 C4 at WSU
|
DOI:10.4231/D3VD6P487
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
Equipment:
Specimen Type: Wall Specimen C4 at WSU Material
Material: Material Properties Material Properties (view)
Sensors: WSU-C4 Sensor Location
Drawings:
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
Loading Trial-1..
Documentation:
Related Documents:
Analysis:
No files available
Images:
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