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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. Single Column Test - Test #8 - Hybrid Simulation through Collapse of a 1:8 Scale Exterior Steel Column Physical Substructure in a 20-Story Analytical Steel Moment Resisting Frame- MODIFIED COLLAPSE TEST

    In this study, two hybrid simulations were conducted in which a 1:8 scaled W36x652 exterior column that is part of a 20-story steel moment resisting frame was considered as the physical substructure. The three-actuator setup (small bearing machine) at...

    http://nees.org//warehouse/experiment/5302/project/912

    Curated: 11/25/14

  2. Single Column Test - Test #7 - Hybrid Simulation through Collapse of a 1:8 Scale Exterior Steel Column Physical Substructure in a 20-Story Analytical Steel Moment Resisting Frame-ORIGINAL COLLAPSE TEST

    In this study, two hybrid simulations were conducted in which a 1:8 scaled W36x652 exterior column that is part of a 20-story steel moment resisting frame was considered as the physical substructure. The three-actuator setup (small bearing machine) at...

    http://nees.org//warehouse/experiment/5300/project/912

    Curated: 11/25/14

  3. ECC Beam Shear Test Set 2 - 2 #4 rebar, 11

    The purpose of this test was to determine the shear capacity, shear stiffness and failure mode of a series of ECC beam specimens with a 1000/B factor (Refer to ACI-ASCE document 426: "Shear and diagonal Tension") of around 0.102 [psi]. Four simply-supported...

    http://nees.org//warehouse/experiment/5226/project/1207

    Curated: 11/18/14

  4. ECC Beam Shear Test Set 11 - 2 #7 rebar, 33

    The purpose of this test was to determine the shear capacity, shear stiffness and failure mode of a series of ECC beam specimens with a 1000/B factor (Refer to ACI-ASCE document 426: "Shear and diagonal Tension") of around 0.087 [psi]. Two simply-supported...

    http://nees.org//warehouse/experiment/5252/project/1207

    Curated: 11/18/14

  5. ECC Beam Shear Test Set 3 - 2 #6 rebar, 16

    The purpose of this test was to determine the shear capacity, shear stiffness and failure mode of a series of ECC beam specimens with a 1000/B factor (Refer to ACI-ASCE document 426: "Shear and diagonal Tension") of around 0.154 [psi]. Four simply-supported...

    http://nees.org//warehouse/experiment/5227/project/1207

    Curated: 11/18/14