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作者 Gosh, S. K
書名 Significant Changes to the Seismic Load Provisions of Asce 7-10 : An Illustrated Guide
出版項 Reston : American Society of Civil Engineers, 2010
©2010
國際標準書號 9780784473542 (electronic bk.)
9780784411179
book jacket
說明 1 online resource (209 pages)
text txt rdacontent
computer c rdamedia
online resource cr rdacarrier
系列 ASCE Press Ser
ASCE Press Ser
附註 Cover -- Table of Contents -- Preface -- Part I - Terminology Changes Affecting Multiple Sections & -- Chapters -- 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 -- 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 -- 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 ρ 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 -- 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 -- 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 -- 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 -- 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 -- 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
S.K. Ghosh, Susan Dowty, and Prabuddha Dasgupta describe the revisions to the seismic load requirements set forth in Standard ASCE 7-10, Minimum Design Loads for Buildings and Other Structures
Description based on publisher supplied metadata and other sources
Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2020. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries
鏈接 Print version: Gosh, S. K. Significant Changes to the Seismic Load Provisions of Asce 7-10 : An Illustrated Guide Reston : American Society of Civil Engineers,c2010 9780784411179
主題 Earthquake resistant design -- Standards -- United States.;Buildings -- Standards -- United States
Electronic books
Alt Author Dowty, Susan
Dasgupta, Prabuddha
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