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Significant Changes to the Seismic Load Provisions of ASCE 7-10, 2010
- Cover
- Table of Contents
- Preface
- Part I - Terminology Changes Affecting Multiple Sections & Chapters [Go to Page]
- 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
- 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
- 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
- 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
- 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
- Part II - Chapter 11 Seismic Design Criteria [Go to Page]
- 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
- 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
- What Qualifies as a Nonbuilding Structure?: 11.1.3
- 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
- Part III - Chapter 12 Seismic Design Requirements for Building Structures [Go to Page]
- Design Coefficients and Factors for Seismic Force-Resisting Systems of Steel and Wood: Table 12.2-1
- Design Coefficients and Factors for Autoclaved Aerated Concrete (AAC) Masonry Seismic Force- Resisting Systems: Table 12.2-1
- Seismic Design of Cold-Formed Steel – Special Bolted Moment Frames: Table 12.2-1
- R, C[sub(d)], and Ω[sub(0)] Values for Vertical Combinations: 12.2.3.1
- Two-Stage Analysis Procedure: 12.2.3.2
- Steel Cantilever Column Systems: 12.2.5.2, Table 12.2-1
- Height Limit for Special Steel Plate Shear Walls: 12.2.5.4
- 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
- Flexible Diaphragm Condition: 12.3.1.1
- Horizontal Structural Irregularities: Table 12.3-1
- Vertical Structural Irregularities Table 12.3-2
- Redundancy Provisions: Table 12.3-3
- Increase in Forces Due to Irregularities for Seismic Design Categories D through F: 12.3.3.4
- Conditions where Ï is 1.0: 1 2.3.4.1
- Allowable Stress Increase for Load Combinations with Overstrength: 12.4.3.3
- Permitted Analytical Procedures: 12.6.1
- Effective Seismic Weight: 12.7.2, 12.14.8.1, 15.3.1, 15.3.2, 15.4.3
- Structural Modeling: 12.7.3
- Minimum Design Base Shear: 12.8.1.1
- S[sub(DS)], S[sub(D1)] in Seismic Response Coefficient Computation: 12.8.1.1
- Approximate Fundamental Period: 12.8.2.1, Table 12.8-2
- Approximate Period Equation Based on Number of Stories: 12.8.2.1
- Amplification of Accidental Torsion: 12.8.4.3
- Story Drift Determination: 12.8.6, 12.12.1
- Minimum Base Shear for Computing Drift: 12.8.6.1
- P-Delta Effects: 12.8.7
- Combined Response Parameters: 12.9.3
- Scaling of Drifts: 12.9.4, 12.9.4.1, 12.9.4.2
- Diaphragm and Collector Design Forces: 12.4.3.1, 12.10.1.1, 12.10.2.1
- Design for Out-of-Plane Forces: 12.11.1
- Structural Separation and Property Line Setback: 11.3, 12.12.3, 12.14.8.5
- Anchorage of Structural Walls and Transfer into Diaphragms: 1.4.5, 11.3, 12.11.2, 12.11.2.1, 12.14.7.5
- Members Spanning between Structures: 12.12.4
- Openings or Reentrant Building Corners: 12.14.7.2, Chapter 23
- Part IV - Chapter 13 Seismic Design Requirements for Nonstructural Components [Go to Page]
- Component Importance Factor: 13.1.3
- Exemptions for Nonstructural Components and Coefficients for Architectural Components: 13.1.4, Table 13.5-1
- 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
- Reference Documents: 13.1.6
- Applicable Requirements for Architectural, Mechanical, and Electrical Components, Supports, and Attachments; Special Certification Requirements for Designated Seismic Systems: 13.2.1, 13.2.2
- Seismic Relative Displacement: 11.3, 13.3.2, 13.3.2.2
- 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
- Power Actuated Fasteners: 13.4.5
- Signs and Billboards: Table 13.5-1, Table 15.4-2
- Suspended Ceilings: 13.5.6, 13.5.6.1, 13.5.6.2, 13.5.6.3, 13.5.8
- Seismic Coefficients for Electrical Conduit, Bus Ducts, Cable Trays and Plumbing: Table 13.6-1
- Chimneys and Stacks: Table 13.5-1, Table 13.6-1
- Additional Requirements for Mechanical and Electrical Components: 13.6.5.5, 13.6.5.6
- Ductwork: 13.6.7
- 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
- Seismic Controls for Elevators: 13.6.10.3
- Part V - Chapter 15 Seismic Design Requirements for Nonbuilding Structures [Go to Page]
- Stacks and Chimneys: 15.4.1, Table 15.4-2, 15.6.2
- Steel Storage Racks: 15.5.3, 23.1
- Anchors in Concrete or Masonry: 15.4.9, 15.7.3, 15.7.5, 15.7.11.7
- Earth-Retaining Structures: 15.6.1
- Freeboard, Height of Sloshing Wave: 15.6.5.1, 15.7.6.1.2
- Value of T[sub(L)] in Design of Ground-Supported Tanks: 15.7.6.1
- Water Storage and Water Treatment Tanks and Vessels of Reinforced and Prestressed Concrete: 15.7.7.3, 23.1
- 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
- Part VI - Chapter 16 Seismic Response History Procedures [Go to Page]
- Three-Dimensional Seismic Response History Analysis: 16.1.3.2
- Response Parameters in Linear Response History Analysis: 16.1.4
- Horizontal Shear Distribution in Linear Response History Analysis: 16.1.5
- Part VII - Chapter 19 Soil-Structure Interaction for Seismic Design [Go to Page]
- Values of Shear Wave Velocity and Shear Modulus for Soil-Structure Interaction Analysis: Table 19.2-1
- Foundation Damping Factor in Soil-Structure Interaction Analysis: Figure 19.2-1
- Part VIII - Chapter 21 Site-Specific Ground Motion Procedures for Seismic Design [Go to Page]
- Deterministic Lower Limit on MCER Response Spectrum from Site Response Analysis: Figure 21.2-1
- Design Acceleration Parameters from Site-Specific Ground Motion Procedures: 21.4
- About the Authors [Go to Page]