Earthquake and Tsunami

$40.00
Steel Buildings, Pre-Disaster, Earthquake and Tsunami, Building Design, Structural
The SAC/BD-00/18, Test of a Free Flange Connection with a Composite Floor Sla b , was funded by the Federal Emergency Management Agency (FEMA) and the...
In stock
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Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.


$60.00
Earthquake and Tsunami, Pre-Disaster, Structural, Building Design
The ATC-3-06 report, Tentative Provisions for the Development of Seismic Regulations for Buildings , was funded by the National Science Foundation (NSF)...
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Minimum quantity for "Tentative Provisions for the Development of Seismic Regulations for Buildings" is 1.


$65.00
Steel Buildings, Pre-Disaster, Earthquake and Tsunami, Building Design, Structural
The SAC-95-06 report, Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994 , was funded by the Federal...
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Minimum quantity for "Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994" is 1.


$35.00
Earthquake and Tsunami, Building Design, Steel Buildings, Structural, Pre-Disaster
The SAC/BD-96/04, Survey of Computer Programs for the Analysis of Steel Moment Frame Structures , was funded by the Federal Emergency Management Agency...
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Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" is 1.


$40.00
Building Design, Pre-Disaster, Steel Buildings, Structural, Earthquake and Tsunami
The SAC/BD-99/08, Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes , was funded by the Federal Emergency Management Agency...
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Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.


$30.00
Building Design, Pre-Disaster, Structural - General, Earthquake and Tsunami
The ATC-19 report, Structural Response Modification Factors , was funded by the National Science Foundation (NSF) and the National Center for Earthquake...
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Minimum quantity for "Structural Response Modification Factors" is 1.


$40.00
Steel Buildings, Pre-Disaster, Earthquake and Tsunami, Building Design, Structural
The SAC/BD-98/01, Strength and Ductility of FR Welded-Bolted Connections , was funded by the Federal Emergency Management Agency (FEMA) and the California...
In stock
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Minimum quantity for "Strength and Ductility of FR Welded-Bolted Connections" is 1.


$25.00
Building Design, Pre-Disaster, Structural, Steel Buildings, Earthquake and Tsunami
The SAC-95-01 report, Steel Moment-Frame Connection Advisory No. 3 , was funded by the Federal Emergency Management Agency (FEMA) and the California Office...
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Minimum quantity for "Steel Moment-Frame Connection Advisory No. 3" is 1.


$50.00
Earthquake and Tsunami, Ground Motion & Geo Tech Eng
Task Order 10 (ATC-83 Project), Improved Procedures for Characterizing and Modeling Soil-Structure Interaction for Performance-Based Seismic...
In stock
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Minimum quantity for "Soil-Structure Interaction for Building Structures" is 1.


$40.00
Building Design, Pre-Disaster, Structural, Wood-Frame Buildings, Earthquake and Tsunami
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...
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Minimum quantity for "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.


$35.00
Pre-Disaster, Earthquake and Tsunami, Building Design, Structural, Steel Buildings
The SAC/BD-99/14, Simplified Loss Estimation for Pre-Northridge WSMF Buildings , was funded by the Federal Emergency Management Agency (FEMA) and the...
In stock
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Minimum quantity for "Simplified Loss Estimation for Pre-Northridge WSMF Buildings" is 1.


$55.00
Building Design, Pre-Disaster, Steel Buildings, Structural, Earthquake and Tsunami
The SAC/BD-00/15, Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection , was funded by the Federal Emergency...
In stock
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Minimum quantity for "Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection" is 1.