Major earthquakes can cause severe damage to buildings resulting in thousands of fatalities and considerable societal disruption. An innovative earthquake resistant construction concept, the Friction Pendulum System (FPS), shows excellent potential for reducing earthquake damage for new and existing buildings. This research project investigates applying this earthquake resistant technique to buildings. Dynamic analyses are used to identify the design parameters appropriate for different building applications, and to investigate the performance of building with the FPS when subjected to different earthquake strengths. Materials which could achieve the desired dynamic coefficients of friction are identified and investigated. It is anticipated that the FPS system could increase the earthquake resistance of the buildings by 100% to 300%, without increasing construction. The system could also substantially increase the earthquake resistance of existing buildings with less retrofit disruption and at a lower cost than other methods. Because of the inherent simplicity, versatility, stability, and durability of the FPS concept, if should become a major tool for seismic resistant design. This research project represents Phase I of a Small Business Innovation Research Grant.

Agency
National Science Foundation (NSF)
Institute
Division of Industrial Innovation and Partnerships (IIP)
Type
Standard Grant (Standard)
Application #
8860953
Program Officer
Ritchie B. Coryell
Project Start
Project End
Budget Start
1989-01-01
Budget End
1989-09-30
Support Year
Fiscal Year
1988
Total Cost
$50,000
Indirect Cost
Name
Earthquake Protection Systems Inc
Department
Type
DUNS #
City
San Francisco
State
CA
Country
United States
Zip Code
94111