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Safety Evaluation

$48.00
Earthquake and Tsunami, Building Evaluation, Safety Evaluation, Post-Disaster
The ATC-54 report, Guidelines for Using Strong-Motion Data and Shakemaps in Postearthquake Response, was funded by the California Strong Motion...
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Minimum quantity for "Guidelines for Using Strong-Motion Data and Shakemaps in Postearthquake Response" is 1.


$25.00
Earthquake and Tsunami, Building Design, Safety Evaluation, Post-Disaster
Task Order 27 (ATC-101 Project) , A Framework to Update the Plan to Coordinate NEHRP Post-Earthquake Investigations . This report identifies a number...
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Minimum quantity for "A Framework to Update the Plan to Coordinate NEHRP Post-Earthquake Investigations" is 1.


$25.00
The ATC-122-1 project, “Reducing the Risk to our Schools from Natural Hazards and Improving the Safety of Our Children” was funded by FEMA to develop a...
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$30.00
Earthquake and Tsunami, Building Evaluation, Safety Evaluation, Post-Disaster
The ATC-9 report, An Evaluation of the Imperial County Services Building Earthquake Response and Associated Damage , was published under a grant from the...
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Minimum quantity for "An Evaluation of the Imperial County Services Building Earthquake Response and Associated Damage" is 1.


$25.00
Earthquake and Tsunami, Building Evaluation, Safety Evaluation, Post-Disaster, Proceedings
The ATC-30 report, Proceedings of Workshop for Utilization of Research on Engineering and Socioeconomic Aspects of the 1985 Chile and Mexico Earthquakes,...
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Minimum quantity for "Proceedings of Workshop for Utilization of Research on Engineering and Socioeconomic Aspects of the 1985 Chile and Mexico Earthquakes" is 1.


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**FREE FOR DOWNLOAD ** The primary objective of this study is to examine the earthquake performance of San Francisco’s tall buildings and develop...
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$25.00
**FREE FOR DOWNLOAD** An electronic copy of this report is available from the FEMA library . This report, Seismic Evaluation of Older Concrete...
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Minimum quantity for "FEMA P-2018, Seismic Evaluation of Older Concrete Buildings for Collapse Potential" is 1.