ASCE 9780784473542 2010
$48.21
Significant Changes to the Seismic Load Provisions of ASCE 7-10
| Published By | Publication Date | Number of Pages |
| ASCE | 2010 | 209 |
Significant Changes to the Seismic Load Provisions of ASCE 7-10: An Illustrated Guide focuses on the changes to the seismic load requirements of the newest edition of Minimum Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-10. The seismic load provisions have undergone many significant changes since the 2005 edition of ASCE 7. Generally following the organization of the seismic chapters in ASCE 7-10, this handy reference briefly summarizes each change to the seismic provisions that might affect actual practice and/or enforcement and then presents the precise wording of the change. The impact of a change is explained in clear, straightforward language accompanied by diagrams, examples, and color photographs or illustrations to enrich the reader
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 6 | Table of Contents |
| 10 | Preface |
| 12 | Part I – Terminology Changes Affecting Multiple Sections & Chapters |
| 13 | Determination of Number of Stories: 11.1.2, 11.2, 11.3, 12.2.3.3, Table 12.6-1, 12.8.1.3, 12.8.2.1, Table 12.12-1, 12.13.6, 12.14.1.1, 12.14.8.1, 12.14.4.2.1 |
| 20 | Nonstructural Components, Structural Members, and Elements: 1.4, 11.2, 11.7.1, 12.1.1, 12.2.4, 12.4.4, 12.5.3, 12.13.16, 12.14.4.2.3, 12.14.7, 14.1.1, 14.2.1, 14.3.1, 14.4.1, 15.7.3, 15.7.6.1, 15.7.6.1.4, 15.7.10.5, 15.7.11.6, 16.2.1, 16.2.4.2 |
| 22 | Structural Height, h[sub(n)]: 11.2, 11.3, Table 12.2-1, 12.2.5.4, 12.2.5.6.1, 12.2.5.6.2, 12.2.5.7.1, 12.2.5.7.2, 12.2.5.7.3, 12.3.3.2, 12.8.2.1, Table 12.14-1, 12.14.8.5, 15.4.1, Table 15.4-1, Table 15.4-2, 15.5.3.8, 15.7.10.6, 17.4.1, 18.1.3, 18.5.2.3, 19.2.1.1 |
| 30 | Overstrength Factor: 12.2.1, Table 12.2-1, 12.4.1, 12.4.3, 12.4.3.2, 12.14.3, 12.14.3.2, 12.14.3.2.2, 18.6.3, 18.7.1.3, 18.7.2.3 |
| 34 | Seismic Load Effects Including Overstrength Factor: 12.2.5.2, 12.3.3.3, 12.3.3.4, 12.3.4.1, 12.10.2.1, 12.13.6.5, 12.13.6.6, 14.1.7, 14.2.3.2.2, 16.1.4, 16.2.4.1 |
| 39 | Part II – Chapter 11 Seismic Design Criteria |
| 40 | MCE[sub(G)] Peak Ground Acceleration, Liquefaction Potential Evaluation: 11.2, 11.8.2, 11.8.3, 21.5.1, 21.5.2, 21.5.3, Chapter 22 |
| 45 | Design Requirements for Seismic Design Category A: 1.4.2, 1.4.3, 1.4.4, 1.4.5, 11.7.1, 11.7.2, 11.7.3, 11.7.4, 11.7.5 |
| 47 | What Qualifies as a Nonbuilding Structure?: 11.1.3 |
| 49 | New Seismic Ground Motion Maps and Related Technical Changes: 11.2, 11.3, 11.4.1, 11.4.3, 11.4.5, 11.4.6, 21.2.1, 21.2.1.1, 21.2.1.2, 21.2.2, 21.2.3, Chapter 22, Figures 22-1 through 22-6 |
| 55 | Part III – Chapter 12 Seismic Design Requirements for Building Structures |
| 58 | Design Coefficients and Factors for Seismic Force-Resisting Systems of Steel and Wood: Table 12.2-1 |
| 63 | Design Coefficients and Factors for Autoclaved Aerated Concrete (AAC) Masonry Seismic Force- Resisting Systems: Table 12.2-1 |
| 65 | Seismic Design of Cold-Formed Steel – Special Bolted Moment Frames: Table 12.2-1 |
| 69 | R, C[sub(d)], and Ω[sub(0)] Values for Vertical Combinations: 12.2.3.1 |
| 71 | Two-Stage Analysis Procedure: 12.2.3.2 |
| 73 | Steel Cantilever Column Systems: 12.2.5.2, Table 12.2-1 |
| 76 | Height Limit for Special Steel Plate Shear Walls: 12.2.5.4 |
| 77 | Steel Ordinary Moment Frames and Steel Intermediate Moment Frames: 12.2.5.6, 12.2.5.6.1, 12.2.5.6.2, 12.2.5.7, 12.2.5.7.1, 12.2.5.7.2, 12.2.5.7.3, 12.2.5.8 |
| 82 | Flexible Diaphragm Condition: 12.3.1.1 |
| 84 | Horizontal Structural Irregularities: Table 12.3-1 |
| 86 | Vertical Structural Irregularities Table 12.3-2 |
| 88 | Redundancy Provisions: Table 12.3-3 |
| 90 | Increase in Forces Due to Irregularities for Seismic Design Categories D through F: 12.3.3.4 |
| 92 | Conditions where Ï is 1.0: 1 2.3.4.1 |
| 94 | Allowable Stress Increase for Load Combinations with Overstrength: 12.4.3.3 |
| 96 | Permitted Analytical Procedures: 12.6.1 |
| 99 | Effective Seismic Weight: 12.7.2, 12.14.8.1, 15.3.1, 15.3.2, 15.4.3 |
| 102 | Structural Modeling: 12.7.3 |
| 104 | Minimum Design Base Shear: 12.8.1.1 |
| 107 | S[sub(DS)], S[sub(D1)] in Seismic Response Coefficient Computation: 12.8.1.1 |
| 109 | Approximate Fundamental Period: 12.8.2.1, Table 12.8-2 |
| 111 | Approximate Period Equation Based on Number of Stories: 12.8.2.1 |
| 112 | Amplification of Accidental Torsion: 12.8.4.3 |
| 113 | Story Drift Determination: 12.8.6, 12.12.1 |
| 115 | Minimum Base Shear for Computing Drift: 12.8.6.1 |
| 116 | P-Delta Effects: 12.8.7 |
| 118 | Combined Response Parameters: 12.9.3 |
| 120 | Scaling of Drifts: 12.9.4, 12.9.4.1, 12.9.4.2 |
| 121 | Diaphragm and Collector Design Forces: 12.4.3.1, 12.10.1.1, 12.10.2.1 |
| 124 | Design for Out-of-Plane Forces: 12.11.1 |
| 125 | Structural Separation and Property Line Setback: 11.3, 12.12.3, 12.14.8.5 |
| 128 | Anchorage of Structural Walls and Transfer into Diaphragms: 1.4.5, 11.3, 12.11.2, 12.11.2.1, 12.14.7.5 |
| 133 | Members Spanning between Structures: 12.12.4 |
| 135 | Openings or Reentrant Building Corners: 12.14.7.2, Chapter 23 |
| 136 | Part IV – Chapter 13 Seismic Design Requirements for Nonstructural Components |
| 138 | Component Importance Factor: 13.1.3 |
| 140 | Exemptions for Nonstructural Components and Coefficients for Architectural Components: 13.1.4, Table 13.5-1 |
| 143 | Definitions and Usage of Terms Related to Chapter 13, Including Friction Clip: 11.2, 13.1.6, 13.1.7, 13.4, Table 13.5-1, 13.6.1, 13.6.2 |
| 148 | Reference Documents: 13.1.6 |
| 149 | Applicable Requirements for Architectural, Mechanical, and Electrical Components, Supports, and Attachments; Special Certification Requirements for Designated Seismic Systems: 13.2.1, 13.2.2 |
| 151 | Seismic Relative Displacement: 11.3, 13.3.2, 13.3.2.2 |
| 153 | Design Force in Attachment and Anchors in Concrete or Masonry: 13.4.1, 13.4.2, 13.4.2.1, 13.4.2.2, 13.4.2.3 |
| 155 | Power Actuated Fasteners: 13.4.5 |
| 156 | Signs and Billboards: Table 13.5-1, Table 15.4-2 |
| 157 | Suspended Ceilings: 13.5.6, 13.5.6.1, 13.5.6.2, 13.5.6.3, 13.5.8 |
| 161 | Seismic Coefficients for Electrical Conduit, Bus Ducts, Cable Trays and Plumbing: Table 13.6-1 |
| 163 | Chimneys and Stacks: Table 13.5-1, Table 13.6-1 |
| 165 | Additional Requirements for Mechanical and Electrical Components: 13.6.5.5, 13.6.5.6 |
| 168 | Ductwork: 13.6.7 |
| 170 | Piping Systems: 13.6.8, 13.6.8.1, 13.6.8.2, 13.6.8.3, 13.6.9, 13.6.10, 13.6.11 |
| 174 | Seismic Controls for Elevators: 13.6.10.3 |
| 176 | Part V – Chapter 15 Seismic Design Requirements for Nonbuilding Structures |
| 177 | Stacks and Chimneys: 15.4.1, Table 15.4-2, 15.6.2 |
| 181 | Steel Storage Racks: 15.5.3, 23.1 |
| 185 | Anchors in Concrete or Masonry: 15.4.9, 15.7.3, 15.7.5, 15.7.11.7 |
| 188 | Earth-Retaining Structures: 15.6.1 |
| 189 | Freeboard, Height of Sloshing Wave: 15.6.5.1, 15.7.6.1.2 |
| 191 | Value of T[sub(L)] in Design of Ground-Supported Tanks: 15.7.6.1 |
| 192 | Water Storage and Water Treatment Tanks and Vessels of Reinforced and Prestressed Concrete: 15.7.7.3, 23.1 |
| 194 | Welded Steel Petrochemical and Industrial Tanks and Vessels Storing Liquids, Refrigerated Gas Liquid Storage Tanks and Vessels: 15.7.8.1, 15.7.13.1, 23.1 |
| 196 | Part VI – Chapter 16 Seismic Response History Procedures |
| 197 | Three-Dimensional Seismic Response History Analysis: 16.1.3.2 |
| 199 | Response Parameters in Linear Response History Analysis: 16.1.4 |
| 200 | Horizontal Shear Distribution in Linear Response History Analysis: 16.1.5 |
| 201 | Part VII – Chapter 19 Soil-Structure Interaction for Seismic Design |
| 202 | Values of Shear Wave Velocity and Shear Modulus for Soil-Structure Interaction Analysis: Table 19.2-1 |
| 203 | Foundation Damping Factor in Soil-Structure Interaction Analysis: Figure 19.2-1 |
| 204 | Part VIII – Chapter 21 Site-Specific Ground Motion Procedures for Seismic Design |
| 205 | Deterministic Lower Limit on MCER Response Spectrum from Site Response Analysis: Figure 21.2-1 |
| 206 | Design Acceleration Parameters from Site-Specific Ground Motion Procedures: 21.4 |
| 208 | About the Authors |
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