You are here
Award Data
The Award database is continually updated throughout the year. As a result, data for FY24 is not expected to be complete until March, 2025.
Download all SBIR.gov award data either with award abstracts (290MB)
or without award abstracts (65MB).
A data dictionary and additional information is located on the Data Resource Page. Files are refreshed monthly.
The SBIR.gov award data files now contain the required fields to calculate award timeliness for individual awards or for an agency or branch. Additional information on calculating award timeliness is available on the Data Resource Page.
-
Development of Time Resolved Technique to Infer 1-Dimensional Magnetic Field Distribution from Zeeman Broadened Lines
SBC: HY-Tech Research Corp. Topic: N/A"The magnetic field distribution in a current carrying plasma, such as Z-pinch, can be used to infer the currents flowing in the pinch and to study physical process such as the Rayleigh-Taylor (R-T) instability during the implosion phase. The currentcommutation process is particularly difficult to measure in nested array loads and in concentric magnetic flux compression experiments. Faraday rotati ...
SBIR Phase II 2002 Department of DefenseDefense Threat Reduction Agency -
Speed-Accuracy Measures for Distributed Interactive Simulation of Nuclear Weapons Effects
SBC: Pacific-sierra Research Corp. Topic: N/AUsing distributed interactive simulation (DIS) to conduct effective training, analyses, or mission support in a tactical nuclear weapons effects (NWE) environment requires realistic computer generated forces (CGF) that are sensitive to such effects. This level of sensitivity requires CGF to apply valid and reliable speed-accuracy measures of environmental effects on human performance within the D ...
SBIR Phase II 1998 Department of DefenseNational Geospatial-Intelligence Agency -
TUNNEL HARDENING THROUGH INNOVATIVE ROCK BOLTS AND SHOTCRETE LINERS
SBC: UTD, INC. Topic: N/ADEEP BASING FACILITIES REQUIRE THAT STRUCTURES BE PROTECTED AGAINST BLAST EFFECTS. INHERENT IN THIS NEED IS FOR THE TUNNEL SUPPORT SYSTEM TO BE ECONOMICALLY INSTALLED AND CAPABLE OF WITHSTANDING OVERSTRESSES WHICH MAY REACH OR EXCEED 1 KILOBAR. IN ORDER TO MORE EFFICIENTLY HARDEN A STRUCTURE, THE SUPPORT SYSTEM SHOULD BE MADE MORE DUCTILE SO THAT IT CAN UNDERGO DEFORMATION WHILE RETAINING ITS ABIL ...
SBIR Phase II 1989 Department of DefenseDefense Threat Reduction Agency
