Earthquake and Tsunami

$40.00
Structural, Steel Buildings, Pre-Disaster, Earthquake and Tsunami, Building Design
The SAC/BD-00/01, Parametric Tests on Unreinforced Connections Volume I - Final Report , was funded by the Federal Emergency Management Agency (FEMA) and...
In stock
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Minimum quantity for "Parametric Tests on Unreinforced Connections Volume I - Final Report" is 1.


$45.00
Structural, Steel Buildings, Pre-Disaster, Earthquake and Tsunami, Building Design
The SAC/BD-00/05, Bolted Flange Plate Connections , was funded by the Federal Emergency Management Agency (FEMA) and the California Office of Emergency...
In stock
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Minimum quantity for "Bolted Flange Plate Connections" is 1.


$37.50
Pre-Disaster, Earthquake and Tsunami, Building Design, Steel Buildings, Structural
The SAC/BD-00/13, Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes used in the Construction of Seismic Moment Frames , was...
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Minimum quantity for "Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes used in the Construction of Seismic Moment Frames" is 1.


$35.00
Structural, Steel Buildings, Pre-Disaster, Earthquake and Tsunami, Building Design
The SAC/BD-97/01, Through-Thickness Properties of Structural Steels , was funded by the Federal Emergency Management Agency (FEMA) and the California...
In stock
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Minimum quantity for "Through-Thickness Properties of Structural Steels" is 1.


$60.00
Pre-Disaster, Earthquake and Tsunami, Building Design, Steel Buildings, Structural
The SAC/BD-99/06, Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements , was funded by the Federal Emergency Management Agency...
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Minimum quantity for "Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements" is 1.


$40.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Structural, Steel Buildings
The SAC/BD-99/17, Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance , was funded by the Federal Emergency...
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Minimum quantity for "Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance" is 1.


$37.50
Earthquake and Tsunami, Building Design, Pre-Disaster, Structural, Steel Buildings
The SAC/BD-99/24, Weld Acceptance Criteria for Seismically-Loaded Welded Connection s , was funded by the Federal Emergency Management Agency (FEMA) and...
In stock
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Minimum quantity for "Weld Acceptance Criteria for Seismically-Loaded Welded Connections" is 1.


$10.00
Earthquake and Tsunami, Ground Motion & Geo Tech Eng
The ATC-AGI report, Living with Unstable Ground , was produced by the American Geological Institute (AGI), in cooperation with Applied Technology Council...
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Minimum quantity for "Living with Unstable Ground" is 1.


$30.00
Nonstructural, Pre-Disaster, Earthquake and Tsunami, Building Design
The ATC-74 report, Collaborative Recommended Requirements for Automatic Natural Gas Shutoff Valves in Italy, was funded by the Department of Civil...
In stock
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Minimum quantity for "Collaborative Recommended Requirements for Automatic Natural Gas Shutoff Valves in Italy" is 1.


$55.00
Structural Evaluation, Proceedings, Pre-Disaster, Earthquake and Tsunami, Building Evaluation
The Italian version of the ATC-51-1 report, Raccomandazioni Congiunte Stati Uniti-Italia , was developed under a second contract with Servizio Sismico...
In stock
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Minimum quantity for "Raccomandazioni Congiunte Stati Uniti-Italia" is 1.


$25.00
Structural - General, Structural, Pre-Disaster, Earthquake and Tsunami, Building Design
**FREE FOR DOWNLOAD**  An electronic copy of this report is available from the  FEMA library . The ATC-63 (FEMA P-695) report, Quantification...

Minimum quantity for "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.


$25.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Structural, Research Reports
The Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design report was produced under contract to the National Institute of Standards...
In stock
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Minimum quantity for "Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design" is 1.