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FEMA P 1050 2 2015

FEMA P 1050 2 2015

$19.50

FEMA P-1050-2, NEHRP Provisions Volume II: Part 3 Resource Papers

Published By Publication Date Number of Pages
FEMA 2015 174
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PDF Catalog

PDF Pages PDF Title
1 P-1050-2: NEHRP Recommended Seismic Provisions for New Buildings and Other Structures: Volume 2: Part 3 Resource Papers
3 Title Page
4 Disclaimer
5 Table of Contents
9 Introduction
11 RESOURCE PAPER 1 New Performance Basis for the Provisions
RP1-1 Abstract
RP1-2 History of Performance-Based Design
17 RP1-3 Future Performance-Based Provisions
24 RP1-4 References
25 RESOURCE PAPER 2 Diaphragm Design Force Level
RP2-1 Diaphragm Design Force Level
RP2-1.1 Add the following to the end of the Added Section 12.11.5 DIAPHRAGM DESIGN FORCE REDUCTION FACTOR
RP2-1.2 Add the following references to Section 23.1 of Chapter 23 Seismic Design Reference Documents
26 RP2-1.3 Add a new Section C12.11.5 to the end of C12.11 Structural Walls and their Anchorage
27 RP2-1.4 Add the following references to Chapter C12 references:
29 RESOURCE PAPER 3 Diaphragm Design: Current Practice, Past Performance and Future Improvements
RP3-1 Chapter 1 Introduction
30 RP3-2 Chapter 2 Global and ASCE 7 Related Topics
RP3-2.1 Applicability of ASCE 7 Provisions
31 RP3-2.2 Design Force Level
32 RP3-2.2.1 Precast Diaphragm Design Options
RP3-2.3 Rigid versus Flexible Diaphragm Modeling Assumptions
33 RP3-2.3.1 Rigid versus Flexible Precast Concrete Diaphragms
34 RP3-2.3.2 Rigid versus Flexible Wood-Frame Diaphragms
36 RP3-2.4 Diaphragm Stiffness and Modeling Guidance
RP3-2.4.1 Cast-in-place Concrete Diaphragm Stiffness and Modeling Guidance
RP3-2.4.2 Precast Concrete Diaphragm Stiffness and Modeling Guidance
RP3-2.4.3 Wood-Frame Diaphragm Stiffness and Modeling Guidance
38 RP3-2.5 Diaphragm Deflection
RP3-2.6 Ramps and Stairs
RP3-2.6.1 Ramps
39 RP3-2.6.1.1 Discontinuity
RP3-2.6.1.2 Connections between Levels
40 RP3-2.6.1.3 Interface with Vertical Elements
RP3-2.6.2 Stair and Elevator Core
RP3-2.6.3 Analysis and Design
41 RP3-3 Chapter 3 – Cast-In-Place Concrete Diaphragms
RP3-3.1 Building Types and Systems
44 RP3-3.2 Diaphragm Forces and Intended Behavior
45 RP3-3.3 Analysis and Design
RP3-3.3.1 Methods of Analysis
46 RP3-3.3.2 Material Standard
RP3-3.3.3 Diaphragm Shear
47 RP3-3.3.4 Diaphragm Flexure
48 RP3-3.3.5 Collectors
49 RP3-3.3.6 Connections to the Vertical Members of the Seismic Force-Resisting System
RP3-3.3.7 Detailing and Dimensional Requirements
50 RP3-3.3.8 Special Considerations
51 RP3-4 Chapter 4 – Precast Concrete Diaphragms, Topped and Untopped
RP3-4.1 Common Building Types
RP3-4.1.1 Parking Garages
52 RP3-4.1.2 Industrial/Food Processing Facilities
RP3-4.1.3 Data Centers
RP3-4.1.4 Warehouses
RP3-4.1.5 Residential – Multi-Family Buildings (with loadbearing walls)
RP3-4.1.6 Office Buildings
53 RP3-4.2 System Descriptions
54 RP3-4.3 Diaphragm Design Forces and Current Recommended Practice
55 RP3-4.3.1 Analysis by Beam Analogy
56 RP3-4.3.2 Defining Rigid or Flexible Diaphragms by Analysis of the Characteristics
57 RP3-4.3.3 Rigid-flexible Considerations for Statically Indeterminate Configurations
60 RP3-4.3.4 Flexible Diaphragms in Common Precast Concrete Parking Structure Configurations
RP3-4.3.5 Strut and Tie Modeling
61 RP3-4.3.6 Finite Element Analysis
62 RP3-4.3.7 Precast Concrete Diaphragm Construction Details
67 RP3-4.3.8 Past Performance
69 RP3-4.3.9 Diaphragm Seismic Design Methodology (DSDM)
71 RP3-4.4 Seismic Design Procedure for Precast Concrete Diaphragms
76 RP3-4.5 Comparison of the DSDM Design methodology with the Restrepo-Rodriquez Equations
79 RP3-4.6 Modifications to ASCE 7-10 for Precast Concrete Diaphragms
RP3-4.7 Conclusions
80 RP3-5 Chapter 5 – Steel Deck Diaphragms, Topped Composite, Topped Non-Composite and Untopped
RP3-5.1 Current Practice
RP3-5.1.1 Common Building Types
RP3-5.1.2 System Description
RP3-5.1.2.1 Steel Deck
81 RP3-5.1.2.2 Steel Deck Diaphragm Supports
RP3-5.1.2.3 Connections
82 RP3-5.1.3 Analysis
RP3-5.1.4 Determination of Steel Deck Diaphragm Design Capacities
RP3-5.1.4.1 SDI Diaphragm Design Manual, 3rd Edition (SDI-DDM03, SDI, 2004)
83 RP3-5.1.4.2 Tri-Services Method
RP3-5.1.4.3 1992 Edition – TM 5-809-10 Seismic Design for Buildings Method
85 RP3-5.1.4.4 Evaluation Reports
86 RP3-5.1.4.5 IAPMO-ES Evaluation Reports
87 RP3-5.1.4.6 Full Scale Testing
RP3-5.1.4.7 AISI S310-13 “North American Standard for the Design of Profiled Steel Diaphragm Panels”
RP3-5.1.5 Factors of Safety for Steel Deck Diaphragms
RP3-5.1.5.1 SDI Diaphragm Design Manual, 3rd Edition (SDI, 2004)
89 RP3-5.1.5.2 TM 5-809 Method – “Tri-Services Method” NAVFAC, 1992
RP3-5.1.5.3 AISI S310-13
RP3-5.2 Past Performance
RP3-5.3 Areas of Potential Improvement
90 RP3-5.3.1 Standards
RP3-5.3.2 Research
RP3-5.3.2.1 Implementation of Past Research Findings
91 RP3-5.3.2.2 Future Research
RP3-6 Chapter 6 – Wood-Frame Diaphragms
RP3-6.1 Current Practice
RP3-6.1.1 Common Building Types
94 RP3-6.1.2 System Description
98 RP3-6.1.3 Design Standards and Capacities
99 RP3-6.1.4 Analysis
101 RP3-6.1.5 Intended mechanism, ductility and overstrength
102 RP3-6.1.6 Deflections
RP3-6.1.7 Configuration Limits
103 RP3-6.1.8 Alternate Diaphragm Fastening, Sheathing and Framing
RP3-6.1.9 Construction Issues
RP3-6.1.10 Design Resources
104 RP3-6.2 Past Performance
RP3-6.2.1 Observed Earthquake Performance
105 RP3-6.2.2 Observed Testing Performance
RP3-6.3 Areas of Potential Evaluation/ Improvements
RP3-6.3.1 Future Directions
106 RP3-6.3.2 Sub Diaphragm Clarification
107 RP3-6.3.3 Chord Design for Multi-Span
RP3-6.3.4 Design for Openings
RP3-7 Chapter 7 – Concluding Remarks
RP3-Acknowledgments
108 RP3-References
111 RP3-Appendix A
115 RESOURCE PAPER 4 Updated Maximum-Response Scale Factors
RP4-1 Updated Maximum-Response Scale Factors
117 RP4-2 Proposed Changes:
RP4-2.1 Replace ASCE/SEI 7-10 Section 21.2 with the following:
RP4-2.2 Replace ASCE/SEI 7-10 Section C21.2 with the following:
118 RP4-2.3 Replace ASCE/SEI 7-10 References of Chapter 21 with the following:
121 RESOURCE PAPER 5 One-Story, Flexible Diaphragm Buildings with Stiff Vertical Elements
RP5-1 Introduction
122 RP5-2 Behavior of flexible diaphragm buildings subjected to Earthquake Ground shaking
124 RP5-3 Current Seismic Design Approach
RP5-3.1 Seismic Systems and Response Modification Factors
125 RP5-3.2 Seismic Design Forces for the Diaphragm and Diaphragm Strength
126 RP5-3.3 Out-of-Plane Wall and Wall Anchorage Forces
127 RP5-3.4 Stiffness of Wall Anchorage Connections
RP5-3.5 Transfer of Wall Anchorage Forces to Continuous Diaphragm Ties
128 RP5-3.6 Deformation Compatibility
RP5-3.7 Diaphragm Design for Strength
RP5-3.7.1 Wood Diaphragms
129 RP5-3.7.2 Steel Deck Diaphragms
130 RP5-4 Evaluation of Current Design Approach
131 RP5-4.1 Description of Archetypes
133 RP5-4.2 Modeling Framework
136 RP5-4.3 Modeling Framework Validation
138 RP5-4.4 FEMA P695 Analysis Results for Current Design
140 RP5-4.5 Fundamental Period of the Archetypes
141 RP5-4.6 Out-of-plane Wall Anchorage Forces
143 RP5-5 Proposed Design Approach
144 RP5-5.1 Description of Proposed Design Approach
RP5-5.1.1 Vertical Element Yielding Design Path
RP5-5.1.2 Diaphragm Yielding Design Path
145 RP5-5.1.3 Design Requirements Applicable to All RWFD Buildings
146 RP5-5.2 Limitations of the Proposed Design Path for Diaphragm Yielding
147 RP5-5.3 Applicability of Proposed Design Approach to RWFD Buildings with Steel Deck Diaphragms
148 RP5-5.4 Discussion of Diaphragm Yielding
149 RP5-5.5 Quality of Design, Construction and Inspection
RP5-5.6 Diaphragm Modifications and Deterioration
RP5-6 Evaluation of Proposed Design Approach
RP5-6.1 Description of Archetypes
150 RP5-6.2 P695 Analysis Results for Proposed Design Approach
151 RP5-7 Summary
RP5-8 References
155 RP5-Appendix A
160 RP5-Appendix B
161 RP5-Appendix C
168 RP5-Appendix D
170 RP5-Appendix E
172 Blank Page

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FEMA P 1050 2 2015
$19.50