SBIR-STTR Award

Earthquake resistant construction technique for new and existing buildings
Award last edited on: 3/14/2002

Sponsored Program
SBIR
Awarding Agency
NSF
Total Award Amount
$290,000
Award Phase
2
Solicitation Topic Code
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Principal Investigator
Victor C Zayas

Company Information

Earthquake Protection Systems Inc

2801 Giant Highway Building A
Richmond, CA 94806
Location: Single
Congr. District: 11
County: Contra Costa

Phase I

Contract Number: 8860953
Start Date: 00/00/00    Completed: 00/00/00
Phase I year
1988
Phase I Amount
$50,000
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 Pen-dulum System (FPS), shows excellent potential for reducing earthquake damage for new and existing buildings. The technique uses steel connections to achieve a small amplitude pendulum motion of the supported structure. Research is proposed to investigate applying this earthquake resistant technique to buildings. Dynamic analyses will be used to identify the design parameters appropriate for different build-ing applications, and to investigate the performance of buildings with the FPS when subjected to different earthquake strengths.Materials which could achieve the desired dynamic coefficients of friction will be identified and tested. It is anticipated that the FPS connections could increase the earthquake resistance of buildings by 100 percent to 300 percent, without an increase in construction costs. The con-nections could also substantially increase the earthquake resistance of existing buildings with less disruption and at a lower cost than other methods. Because of the inherent simplicity, versatility, stability and durability of the FPS concept, it should become a major tool for seismic resistant design once the issues addressed in the proposed research are resolved.Commercial Applications:Research will lead to the development of building products for earth-quake resistant construction of new and existing buildings.

Phase II

Contract Number: 8921115
Start Date: 00/00/00    Completed: 00/00/00
Phase II year
1990
Phase II Amount
$240,000
Major erathquakes can cause severe damage to buildings resulting in thousands of fatalities and considerable societal disruption. And innovative earthquare resistant construction concept, the friction pendulum system (fps), shows excellent potential for reducing earthquare damage fornew and existing buildings. The technique uses steel connections to achieve a small ampitude pendulum motion of the supported structure. Research is proposed to investigate applying this earthquake resistant technique to buildings. Dynamic analyses will be used to identify the design parameters appropriate for different building applications, and to investigate the performance of buildings with the fps when subjected to different earthquake strenghts. Materials which could achieve the desired dynamic coefficients of friction will be identified and tested. It is anticipated that the fps connections could increase the earthquake resistance of buildings by 100percent to 300 percent, without an increase in construction costs. The connections could also substantially increase the earthquake resistance of existing buildings with less disruption and at a lower cost than other methods. Because of the inherent simplicity, versatility, stability and durability of the fps concept, it schould become a major tool for seismic resistant design once the issues addressed in the proposed research are resolved.