Venue Stampede is now available for Batchsubmit.

Support

Support Options

Submit a Support Ticket

 

NEES Project Warehouse

TIPS - Tools to Facilitate Widespread Use of Isolation and Protective Systems, a NEES/E-Defense Collaboration
Curation progress:

Experiment contains data, metadata and required documentation. The DOI was assigned.

Complete - 04/30/2013

What's this?

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

Complete
Incomplete
None
Full Scale 5-story Building with Triple Pendulum Bearings at E-Defense
|
DOI:10.4231/D3X34MR7R
Experiment Type: Shake Table
Description: In this experiment, shake table tests were performed on a 5-story full scale steel moment frame building isolated with triple pendulum bearings. The isolation system consisted of 9 bearings, one beneath each column of the building. 21 trials were performed over 3 days with a wide variety of 2D and 3D motions, including some of the largest recorded near-fault motions.
Dates: August 17, 2011 - August 19, 2011
Facility: Hyogo Earthquake Engineering Research Center (E-Defense), Miki, Japan
Equipment:
Specimen Type: Steel moment frame building with triple pendulum bearings (view)
Material: Columns of the moment frame Columns of the moment frame (view)
Girders of the moment frame Girders of the moment frame (view)
Composite floor slabs Composite floor slabs (view)
more...

Sensors: Sensors_Experiment3
Drawings: more...
Data:
Trial ( ? ) Repetition ( ? ) Interactive ( ? ) UnprocessedConvertedCorrectedDerived
Loading Trial-1..
Loading Trial-2..
Loading Trial-3..
Loading Trial-4..
Loading Trial-5..
Loading Trial-6..
Loading Trial-7..
Loading Trial-8..
Loading Trial-9..
Loading Trial-10..
Loading Trial-11..
Loading Trial-12..
Loading Trial-13..
Loading Trial-14..
Loading Trial-15..
Loading Trial-16..
Loading Trial-17..
Loading Trial-18..
Loading Trial-19..
Loading Trial-20..
Loading Trial-21..
Documentation:
Related Documents:
Analysis:
No files available
Images:
Tags (keywords):
  1. triple pendulum bearings
  2. base isolation
  3. steelmomentresistingframes
  4. nonstructural systems
  5. building contents
  6. full scale
Cite this work:
Keri Ryan, eiji sato, Tomohiro Sasaki, Taichiro Okazaki, Jean Guzman, Nhan Dao, Siavash Soroushian, Camila Coria (2013). "Full Scale 5-story Building with Triple Pendulum Bearings at E-Defense", Network for Earthquake Engineering Simulation (distributor), Dataset, DOI:10.4231/D3X34MR7R