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NEES Project Warehouse

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The NEES Project Warehouse is the centralized data repository for sharing and publishing earthquake engineering research data from experimental and numerical studies.

The data in the Project Warehouse are associated with research projects funded by a variety of agencies, including the National Science Foundation (NSF), and include experiments performed at NEES and non-NEES equipment sites.

Find experiments by title, description, facility, or team member.

Recently Curated Experiments

  1. Berkeley-1 (NCBF-B-1) Baseline Vulnerable Non-Seismically Detailed Concentric Braced Frame

    The NCBF-B-1 test specimen consisted of a one bay, two story chevron concentric braced frame designed and detailed in compliance with the 1982 Uniform Building Code. The frame was tested under quasistatic loading conditions with a triangular load distribution...

    http://nees.org//warehouse/experiment/5163/project/1157

    Curated: 10/23/14

  2. 72 to 94% Relative Density Cyclic Simple Shear Tests under Modulated Sine Loadings

    4-inch diameter and 1-inch height Nevada sand specimen was reconstituted by wet pluviation. Specimens were back and consolidated to an effective vertical stress of 100 kPa. A total of 10 modulated sine loading histories were scaled and applied. A summary...

    http://nees.org//warehouse/experiment/5299/project/957

    Curated: 10/22/14 | DOI:10.4231/D30Z70X6F

  3. STMF 2 - Cyclic Loading Test of Special Truss Moment Frame with Double-Channel Chord Members and Buckling Restrained Braces in Special Segment

    The chord members of STMF 2 were double channels (2C12x20.7) whose flanges were cut within the special segment so that its moment capacity was reduced to 80%. The overall length (center-to-center of the columns) was 31'-9". The special segment length...

    http://nees.org//warehouse/experiment/5160/project/947

    Curated: 10/22/14 | DOI:10.4231/D38G8FJ4Z

  4. 70 to 91% Relative Density Cyclic Simple Shear Tests under Transient Loadings

    4-inch diameter and 1-inch height Nevada sand specimen was reconstituted by wet pluviation. Specimens were back and consolidated to an effective vertical stress of 100kPa. A total of 32 Transient loading histories were scaled and applied. A summary of...

    http://nees.org//warehouse/experiment/6045/project/957

    Curated: 10/22/14 | DOI:10.4231/D3RJ48W0Z

  5. 36 to 55% Relative Density Cyclic Simple Shear Tests under Transient Loadings

    4-inch diameter and 1-inch height Nevada sand specimen was reconstituted by wet pluviation. Specimens were back and consolidated to an effective vertical stress of 100 kPa. A total of 48 Transient loading histories were scaled and applied. A summary...

    http://nees.org//warehouse/experiment/6044/project/957

    Curated: 10/22/14 | DOI:10.4231/D34Q7QR0T