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Seismic Design of Reinforced Masonry Shear-wall Structures
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The experiment contains sensor data, required metadata and documentation. The experimental set-up report was uploaded. DOI was assigned.

Complete - 02/05/2013

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SHAKE-TABLE TESTING OF A 3-STORY, FULL-SCALE, REINFORCED MASONRY WALL SYSTEM
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DOI:10.4231/D3CV4BR15
Experiment Type: Shake Table
Description: Between January 12 and February 8, 2011, a 3-story, full-scale, reinforced masonry shear-wall specimen was tested on the large outdoor shake table at the University of California at San Diego. The specimen was very strong and stiff, and suffered little damage when subjected to ground motions with intensities exceeding the maximum considered earthquake (MCE) level. Its performance validated the requirements of the 2008 Masonry Standards Joint Committee (MSJC) Code (used throughout the USA) for design and detailing of special reinforced masonry shear walls.

This folder contains all the design details, material properties, pictures, and data obtained during the tests.
Dates: September 01, 2010 - March 01, 2011
Facility: University of California, San Diego, CA, United States
Equipment: View Details
Specimen Type: first shake-table specimen
Material: Grout Grout (view)
Steel Steel (view)
Mortar Mortar (view)
more...

Sensors: Location Plan
Drawings: more...
Data:
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Documentation:
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Analysis:
No files available
Images:
Tags (keywords):
  1. reinforced masonry
  2. earthquake simulator
  3. full-scale
  4. Shake table
Cite this work:
Andreas Stavridis, Marios Mavros, Benson Shing (2013). "SHAKE-TABLE TESTING OF A 3-STORY, FULL-SCALE, REINFORCED MASONRY WALL SYSTEM", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3CV4BR15