Publications

$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)...
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Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.


$35.00
Steel Buildings, Pre-Disaster, Building Design, Earthquake and Tsunami, Structural
The SAC/BD-99/20, Local and Lateral-Torsional Buckling of Wide-Flange Beams , was funded by the Federal Emergency Management Agency (FEMA) and the...
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Minimum quantity for "Local and Lateral-Torsional Buckling of Wide-Flange Beams" is 1.


$75.00
Pre-Disaster, Earthquake and Tsunami, Building Design, Steel Buildings, Structural
The SAC/BD-99/21, Elastic Models for Predicting Building Performance , was funded by the Federal Emergency Management Agency (FEMA) and the California...
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Minimum quantity for "Elastic Models for Predicting Building Performance" is 1.


$55.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Steel Buildings, Structural
The SAC/BD-99/22, Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods , was funded by the...
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Minimum quantity for "Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods" is 1.


$45.00
Pre-Disaster, Building Design, Earthquake and Tsunami, Steel Buildings, Structural
The SAC/BD-99/23, Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II , was funded by the Federal Emergency Management...
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Minimum quantity for "Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II" is 1.


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


$30.00
Earthquake and Tsunami, Building Design, Pre-Disaster
The ATC-3-4 report, Redesign of Three Multistory Buildings: A Comparison Using ATC-3-06 and 1982 Uniform Building Code Design Provisions , was published...
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Minimum quantity for "Redesign of Three Multistory Buildings: A Comparison Using ATC-3-06 and 1982 UBC Design Provisions" is 1.


$60.00
Building Design, Earthquake and Tsunami, Pre-Disaster, Structural
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.


$20.00
Structural, Pre-Disaster, Earthquake and Tsunami, Building Design, Wood-Frame Buildings
The ATC-4-1 report, The Home Builders Guide for Earthquake Design, was published under a contract with the Department of Housing and Urban Development...
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Minimum quantity for "The Home Builders Guide for Earthquake Design" is 1.


$20.00
Structural, Pre-Disaster, Building Design, Masonry, Earthquake and Tsunami
The ATC-5 report, Guidelines for Seismic Design and Construction of Single-Story Masonry Dwellings in Seismic Zone 2 , was developed under a contract with...
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Minimum quantity for "Guidelines for Seismic Design and Construction of Single-Story Masonry Dwellings in Seismic Zone 2" is 1.


$36.00
Proceedings
The ATC-8 report, Proceedings of a Workshop on the Design of Prefabricated Concrete Buildings for Earthquake Loads , was funded by the National Science...
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Minimum quantity for "Proceedings of a Workshop on the Design of Prefabricated Concrete Buildings for Earthquake Loads" is 1.


$30.00
Earthquake and Tsunami, Building Design, Pre-Disaster, Structural, Research Reports
The ATC-11 report, Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers , was...
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Minimum quantity for "Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers" is 1.