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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. Servo-hydraulic Actuator Identification Using Mass-Spring Specimens with Inner-loop Control Gain 10

    Actuator dynamic is determined by several parameters: including system proportional gain, test specimen stiffness, test specimen damping ratio. The experimental data include desired displacement to the hydraulic system, measured displacement from the...

    http://nees.org//warehouse/experiment/5260/project/1220

    Curated: 12/19/14

  2. Servo-hydraulic Actuator Identification Using Mass-Spring Specimens with Inner-loop Control Gain 5

    Actuator dynamic is determined by several parameters: including system proportional gain, test specimen stiffness, test specimen damping ratio. The experimental data include desired displacement to the hydraulic system, measured displacement from the...

    http://nees.org//warehouse/experiment/5248/project/1220

    Curated: 12/19/14

  3. Servo-hydraulic Actuator Identification Using Mass-Spring Specimens with Inner-loop Control Gain 7

    Actuator dynamic is determined by several parameters: including system proportional gain, test specimen stiffness, test specimen damping ratio. The experimental data include desired displacement to the hydraulic system, measured displacement from the...

    http://nees.org//warehouse/experiment/5253/project/1220

    Curated: 12/19/14

  4. Servo-hydraulic Actuator Identification Using Mass-Spring Specimens with Inner-loop Control Gain 6

    Actuator dynamic is determined by several parameters: including system proportional gain, test specimen stiffness, test specimen damping ratio. The experimental data include desired displacement to the hydraulic system, measured displacement from the...

    http://nees.org//warehouse/experiment/5261/project/1220

    Curated: 12/19/14

  5. Test Series 6.1-1 (6" x 60" Concrete Block; Scaled Kobe Earthquake)

    Specimen: 6 in. x 60 in. (α = 0.1) Base Motion: EQ-1 (Scaled version of ground motion from 1995 Kobe earthquake) Test Series 6.1-1 consists of 19 ...

    http://nees.org//warehouse/experiment/3184/project/1035

    Curated: 12/12/14