NEES Project Warehouse
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.
Recently Curated Experiments
Full-scale, components test of Inertial Force-Limiting Floor Anchorage Systems for Seismic Resistant Building Structures using a Friction Device and Carbon Fiber Reinforced Low Damping Rubber BearingsThe inertial force generated in building systems during an earthquake ground motion is directly related to the floor - diaphragm acceleration and the seismic mass by the Newton's second law of motion. In conventional earthquake resistant building systems...
Curated: 02/22/16 | DOI:10.4231/D3HH6C68B
A half-scale shake table testing program was conducted at NEES@UCSD. The testing program occurred with the collaboration of large group of industrial partners and design consultants. The project is a multi-university effort to develop and evaluate the...
Curated: 02/22/16 | DOI:10.4231/D39W0908G
Full-scale, components test of Inertial Force-Limiting Floor Anchorage Systems for Seismic Resistant Building Structures using a Buckling Restrained Brace and Steel Reinforced Low Damping Rubber BearingsThe contribution of Lehigh University to the project CMMI-1135033: NEESR: Inertial Force-Limiting Floor Anchorage Systems for Seismic Resistant Building Structures is the development of the deformable connection and the experimental validation of the...
Curated: 02/22/16 | DOI:10.4231/D3N87311M
The MKH02 test was comprised of 12 shakes, at a centrifugal acceleration of 57g. The model were subjected first to a series of small to medium ground motions followed by some big shaking events. Some small shakings were applied to investigate the performance...
Curated: 08/11/15 | DOI:10.4231/D38P5VB1Q
This experiment presents the results of a full-scale dynamic tests of a two story by two bay nonductile reinforced concrete frame. The structure was designed explicitly for gravity loads with no consideration of lateral loads. The new nees@UCLA linear...
Curated: 08/09/15 | DOI:10.4231/D3XG9FC21