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
Experiment-32: Cyclic Tests of Cantilever CMU Wall Specimen C1 at WSU
|
DOI:10.4231/D37M0407J
Experiment Type: Large Scale
Description: Wall Specimen C1 had a height-to-length aspect ratio of 2.0, No. 4 vertical reinforcement spaced 8-in. on center with a splice at the base of the wall, No. 4 horizontal reinforcement spaced 8-in. on center, and zero axial load. The length of the lap splice was 16 in. and was determined from the provisions in Section 3.3.3.3 of the 2011 MSJC Code.
Dates: January 10, 2012 - May 20, 2012
Facility: Washington State University, WA, United States
Equipment:
Specimen Type: Wall Specimen C1 at WSU Material
Material: Material Properties Material Properties (view)
Sensors: WSU-C1 Sensor Layout
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 C1 at WSU", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D37M0407J