Earthquake and Tsunami

$35.00
Building Design, Earthquake and Tsunami, Pre-Disaster, Steel Buildings, Structural
The SAC/BD-99/10, Clarifying the Extent of Northridge-Induced Weld Fracturing; Examining the Related Issue of UT Reliability , was funded by the Federal...
In stock
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Minimum quantity for "Clarifying the Extent of Northridge-Induced Weld Fracturing; Examining the Related Issue of UT Reliability" is 1.


$50.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Steel Buildings, Structural
The SAC/BD-00/23, Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects , was funded by the Federal Emergency...
In stock
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Minimum quantity for "Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects" is 1.


$40.00
Wood-Frame Buildings, Structural, Pre-Disaster, Earthquake and Tsunami, Building Design
The ATC-50-1 report, Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings, was funded by the City of Los Angeles, by a...
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Minimum quantity for "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.


$35.00
Structural, Steel Buildings, Pre-Disaster, Earthquake and Tsunami, Building Design
The SAC/BD-00/16, SAC Phase 2 Test Plan , was funded by the Federal Emergency Management Agency (FEMA) and the California Office of Emergency Services...
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Minimum quantity for "SAC Phase 2 Test Plan" is 1.


$85.00
**FREE FOR DOWNLOAD** An electronic copy of this report is available here . The CEA-EDA-02 report, Earthquake Damage Assessment and...
In stock
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$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...
In stock
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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.


$25.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Structural, Steel Buildings
The SAC-95-02 report, Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures (FEMA 267), was funded by the...
In stock
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Minimum quantity for "Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures" is 1.


$25.00
Building Design, Earthquake and Tsunami, Pre-Disaster, Structural - General, Structural
**FREE FOR DOWNLOAD**  An electronic copy of this report is available from the  FEMA library . The ATC-63 (FEMA P-695) report, Quantification...
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Minimum quantity for "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.


$40.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Structural, Wood-Frame Buildings
The ATC-50 report, Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings , was funded by the City of Los Angeles and by a Federal...
In stock
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Minimum quantity for "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.


$85.00
Pre-Disaster, Steel Buildings, Structural, Earthquake and Tsunami, Building Design
The SAC-96-01 report, Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2 , was funded by the Federal Emergency Management Agency...
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Minimum quantity for "Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2" is 1.


$40.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Structural, Steel Buildings
The ATC-41f (FEMA 355A) report, State of the Art Report on Base Metals and Fracture , was funded by the Federal Emergency Management Agency (FEMA) and the...
In stock
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Minimum quantity for "FEMA 355A, State of the Art Report on Base Metals and Fracture" is 1.


$35.00
Pre-Disaster, Earthquake and Tsunami, Building Design, Steel Buildings, Structural
The SAC/BD-99/19, Cyclic Instability of Steel Moment Connections with Reduced Beam Sections , was funded by the Federal Emergency Management Agency (FEMA)...
In stock
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Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.