{"product_id":"sac-steel-project-background-documents-in-pdf-format","title":"SAC Steel Project, Background Documents in PDF Format","description":"\u003cp\u003eThe SAC_CD01-03, \u003cem\u003eSAC Steel Project, Background Documents\u003c\/em\u003e, is available in PDF format in a three-zip set contains the following 66 background documents, SAC\/BD-96\/01 through SAC\/BD-00\/30 in PDF format:\u003c\/p\u003e\u003col\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-96\/01, \u003c\/strong\u003eSelected Results from the SAC Phase 1 Beam-Column Connection Pre-Test Analyses\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-96\/03, \u003c\/strong\u003eSelected Documents from the U.S.-Japan Workshop on Steel Fracture Issues\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-96\/04,\u003c\/strong\u003e Survey of Computer Programs for the Analysis of Steel Moment Frame Structures\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-97\/01, \u003c\/strong\u003eThrough-Thickness Properties of Structural Steels\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-97\/02,\u003c\/strong\u003e Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-97\/03,\u003c\/strong\u003e Proposed Statistical and Reliability Framework for Comparing and Evaluating Predictive Models for Evaluation and Design, and Critical Issues in Developing Such Framework\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-97\/04, \u003c\/strong\u003eDevelopment of Ground Motion Time Histories for Phase 2 of the FEMA\/SAC Steel Project\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-97\/05,\u003c\/strong\u003e Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-98\/01,\u003c\/strong\u003e Strength and Ductility of FR Welded-Bolted Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-98\/02,\u003c\/strong\u003e Effects of Strain Hardening and Strain Aging on the K-Region of Structural Shapes\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-98\/03,\u003c\/strong\u003e Implementation Issues for Improved Seismic Design Criteria: Report on the Social, Economic, Policy and Political Issues Workshop\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/01,\u003c\/strong\u003e Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/01A,\u003c\/strong\u003e Appendix to: Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/02,\u003c\/strong\u003e Through-Thickness Strength and Ductility of Column Flanges in Moment Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/03,\u003c\/strong\u003e The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/04,\u003c\/strong\u003e Effects of Strength\/Toughness Mismatch on Structural and Fracture Behaviors in Weldments\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/05,\u003c\/strong\u003e Assessment of the Reliability of Available NDE Methods for Welded Joints and the Development of UT Procedures\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/06,\u003c\/strong\u003e Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/07,\u003c\/strong\u003e Characterization of the Material Properties of Rolled Sections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/08,\u003c\/strong\u003e Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/09,\u003c\/strong\u003e Investigation of Damage to WSMF by Earthquakes Other Than Northridge\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/10,\u003c\/strong\u003e Clarifying the Extent of Northridge-Induced Weld Fracturing, Examining the Related Issue of UT Reliability\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/11,\u003c\/strong\u003e The Impact of Earthquakes on Welded Steel Moment Frame Buildings: Experience in Past Earthquakes\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/12,\u003c\/strong\u003e Assessment of the Benefits of Implementing the New Seismic Design Criteria and Inspection Procedures\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/13,\u003c\/strong\u003e Earthquake Loss Estimation Methods for WSMF Buildings\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/14,\u003c\/strong\u003e Simplified Loss Estimation for Pre-Northridge WSMF Buildings\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/15,\u003c\/strong\u003e Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/16,\u003c\/strong\u003e Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/17,\u003c\/strong\u003e Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/18,\u003c\/strong\u003e Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/19,\u003c\/strong\u003e Cyclic Instability of Steel Moment Connections with Reduced Beam Sections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/20,\u003c\/strong\u003e Local and Lateral-Torsional Buckling of Wide-Flange Beams\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/21,\u003c\/strong\u003e Elastic Models for Predicting Building Performance\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/22,\u003c\/strong\u003e Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/23,\u003c\/strong\u003e Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-99\/24,\u003c\/strong\u003e Weld Acceptance Criteria for Seismically-Loaded Welded Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/01,\u003c\/strong\u003e Parametric Tests on Unreinforced Connections Volume I - Final Report\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/01A,\u003c\/strong\u003e Parametric Tests on Unreinforced Connections Volume II - Appendices\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/02,\u003c\/strong\u003e Parametric Tests on the Free Flange Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/03,\u003c\/strong\u003e Cyclic Tests on Simple Connections, Including Effects of the Slab\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/04,\u003c\/strong\u003e Tests on Bolted Connections Part I: Technical Report\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/04A,\u003c\/strong\u003e Tests on Bolted Connections Part II: Appendices\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/05,\u003c\/strong\u003e Bolted Flange Plate Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/06,\u003c\/strong\u003e Round-Robin Testing of Ultrasonic Testing Technicians\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/07,\u003c\/strong\u003e Dynamic Tension Tests of Simulated Welded Beam Flange Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/09,\u003c\/strong\u003e Benchmarking of Analysis Programs for SMRF System Performance Studies\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/10,\u003c\/strong\u003e Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/12,\u003c\/strong\u003e Evaluation of the Effect of Welding Procedure on the Mechanical Properties of FCAW-S and SMAW Weld Metal Used in the Construction of Seismic Moment Frames\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/13,\u003c\/strong\u003e Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes Used in the Construction of Seismic Moment Frames\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/14,\u003c\/strong\u003e Evaluation of Mechanical Properties in Full-Scale Connections and Recommended Minimum Weld Toughness for Moment Resisting Frames\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/15,\u003c\/strong\u003e Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/16,\u003c\/strong\u003e SAC Phase 2 Test Plan\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/17,\u003c\/strong\u003e Behavior and Design of Radius Cut Reduced Beam Section Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/18,\u003c\/strong\u003e Test of a Free Flange Connection with a Composite Floor Slab\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/19,\u003c\/strong\u003e Cyclic Testing of a Free Flange Moment Connection\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/20,\u003c\/strong\u003e Improvement of Welded Connections Using Fracture Tough Overlays\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/21,\u003c\/strong\u003e Cyclic Testing of Bolted Moment End-Plate Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/22,\u003c\/strong\u003e Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/23,\u003c\/strong\u003e Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/24,\u003c\/strong\u003e Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/25,\u003c\/strong\u003e Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/26,\u003c\/strong\u003e Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/27,\u003c\/strong\u003e Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/28,\u003c\/strong\u003e Failure of a Column K-Area Fracture\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/29,\u003c\/strong\u003e Inspection Technology Workshop\u003c\/li\u003e\n\u003cli\u003e\n\u003cstrong\u003eSAC\/BD-00\/30,\u003c\/strong\u003e Preliminary Assessment of the Impact of the Northridge Earthquake on Construction Costs of Steel Moment Frame Buildings\u003c\/li\u003e\n\u003c\/ol\u003e\n\u003cp\u003e\u003cstrong\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/SAC_Background_Documents.pdf?v=1783550930\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162049097940,"sku":"SAC_CD01-03e","price":300.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/SAC_CD01-03.jpg?v=1782184562","url":"https:\/\/store.atcouncil.org\/products\/sac-steel-project-background-documents-in-pdf-format","provider":"The ATC Store","version":"1.0","type":"link"}