Already a subscriber?
MADCAD.com Free Trial
Sign up for a 3 day free trial to explore the MADCAD.com interface, PLUS access the
2009 International Building Code to see how it all works.
If you like to setup a quick demo, let us know at support@madcad.com
or +1 800.798.9296 and we will be happy to schedule a webinar for you.
Security check
Please login to your personal account to use this feature.
Please login to your authorized staff account to use this feature.
Are you sure you want to empty the cart?
FEMA P-1050-2, NEHRP Provisions Volume II: Part 3 Resource Papers, 2015
- P-1050-2: NEHRP Recommended Seismic Provisions for New Buildings and Other Structures: Volume 2: Part 3 Resource Papers [Go to Page]
- Title Page
- Disclaimer
- Table of Contents
- Introduction
- RESOURCE PAPER 1 New Performance Basis for the Provisions [Go to Page]
- RP1-1 Abstract
- RP1-2 History of Performance-Based Design
- RP1-3 Future Performance-Based Provisions
- RP1-4 References
- RESOURCE PAPER 2 Diaphragm Design Force Level [Go to Page]
- RP2-1 Diaphragm Design Force Level [Go to Page]
- 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
- RP2-1.3 Add a new Section C12.11.5 to the end of C12.11 Structural Walls and their Anchorage
- RP2-1.4 Add the following references to Chapter C12 references:
- RESOURCE PAPER 3 Diaphragm Design: Current Practice, Past Performance and Future Improvements [Go to Page]
- RP3-1 Chapter 1 Introduction
- RP3-2 Chapter 2 Global and ASCE 7 Related Topics [Go to Page]
- RP3-2.1 Applicability of ASCE 7 Provisions
- RP3-2.2 Design Force Level [Go to Page]
- RP3-2.2.1 Precast Diaphragm Design Options
- RP3-2.3 Rigid versus Flexible Diaphragm Modeling Assumptions [Go to Page]
- RP3-2.3.1 Rigid versus Flexible Precast Concrete Diaphragms
- RP3-2.3.2 Rigid versus Flexible Wood-Frame Diaphragms
- RP3-2.4 Diaphragm Stiffness and Modeling Guidance [Go to Page]
- 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
- RP3-2.5 Diaphragm Deflection
- RP3-2.6 Ramps and Stairs [Go to Page]
- RP3-2.6.1 Ramps [Go to Page]
- RP3-2.6.1.1 Discontinuity
- RP3-2.6.1.2 Connections between Levels
- RP3-2.6.1.3 Interface with Vertical Elements
- RP3-2.6.2 Stair and Elevator Core
- RP3-2.6.3 Analysis and Design
- RP3-3 Chapter 3 - Cast-In-Place Concrete Diaphragms [Go to Page]
- RP3-3.1 Building Types and Systems
- RP3-3.2 Diaphragm Forces and Intended Behavior
- RP3-3.3 Analysis and Design [Go to Page]
- RP3-3.3.1 Methods of Analysis
- RP3-3.3.2 Material Standard
- RP3-3.3.3 Diaphragm Shear
- RP3-3.3.4 Diaphragm Flexure
- RP3-3.3.5 Collectors
- RP3-3.3.6 Connections to the Vertical Members of the Seismic Force-Resisting System
- RP3-3.3.7 Detailing and Dimensional Requirements
- RP3-3.3.8 Special Considerations
- RP3-4 Chapter 4 - Precast Concrete Diaphragms, Topped and Untopped [Go to Page]
- RP3-4.1 Common Building Types [Go to Page]
- RP3-4.1.1 Parking Garages
- 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
- RP3-4.2 System Descriptions
- RP3-4.3 Diaphragm Design Forces and Current Recommended Practice [Go to Page]
- RP3-4.3.1 Analysis by Beam Analogy
- RP3-4.3.2 Defining Rigid or Flexible Diaphragms by Analysis of the Characteristics
- RP3-4.3.3 Rigid-flexible Considerations for Statically Indeterminate Configurations
- RP3-4.3.4 Flexible Diaphragms in Common Precast Concrete Parking Structure Configurations
- RP3-4.3.5 Strut and Tie Modeling
- RP3-4.3.6 Finite Element Analysis
- RP3-4.3.7 Precast Concrete Diaphragm Construction Details
- RP3-4.3.8 Past Performance
- RP3-4.3.9 Diaphragm Seismic Design Methodology (DSDM)
- RP3-4.4 Seismic Design Procedure for Precast Concrete Diaphragms
- RP3-4.5 Comparison of the DSDM Design methodology with the Restrepo-Rodriquez Equations
- RP3-4.6 Modifications to ASCE 7-10 for Precast Concrete Diaphragms
- RP3-4.7 Conclusions
- RP3-5 Chapter 5 - Steel Deck Diaphragms, Topped Composite, Topped Non-Composite and Untopped [Go to Page]
- RP3-5.1 Current Practice [Go to Page]
- RP3-5.1.1 Common Building Types
- RP3-5.1.2 System Description [Go to Page]
- RP3-5.1.2.1 Steel Deck
- RP3-5.1.2.2 Steel Deck Diaphragm Supports
- RP3-5.1.2.3 Connections
- RP3-5.1.3 Analysis
- RP3-5.1.4 Determination of Steel Deck Diaphragm Design Capacities [Go to Page]
- RP3-5.1.4.1 SDI Diaphragm Design Manual, 3rd Edition (SDI-DDM03, SDI, 2004)
- RP3-5.1.4.2 Tri-Services Method
- RP3-5.1.4.3 1992 Edition - TM 5-809-10 Seismic Design for Buildings Method
- RP3-5.1.4.4 Evaluation Reports
- RP3-5.1.4.5 IAPMO-ES Evaluation Reports
- 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 [Go to Page]
- RP3-5.1.5.1 SDI Diaphragm Design Manual, 3rd Edition (SDI, 2004)
- 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 [Go to Page]
- RP3-5.3.1 Standards
- RP3-5.3.2 Research [Go to Page]
- RP3-5.3.2.1 Implementation of Past Research Findings
- RP3-5.3.2.2 Future Research
- RP3-6 Chapter 6 - Wood-Frame Diaphragms [Go to Page]
- RP3-6.1 Current Practice [Go to Page]
- RP3-6.1.1 Common Building Types
- RP3-6.1.2 System Description
- RP3-6.1.3 Design Standards and Capacities
- RP3-6.1.4 Analysis
- RP3-6.1.5 Intended mechanism, ductility and overstrength
- RP3-6.1.6 Deflections
- RP3-6.1.7 Configuration Limits
- RP3-6.1.8 Alternate Diaphragm Fastening, Sheathing and Framing
- RP3-6.1.9 Construction Issues
- RP3-6.1.10 Design Resources
- RP3-6.2 Past Performance [Go to Page]
- RP3-6.2.1 Observed Earthquake Performance
- RP3-6.2.2 Observed Testing Performance
- RP3-6.3 Areas of Potential Evaluation/ Improvements [Go to Page]
- RP3-6.3.1 Future Directions
- RP3-6.3.2 Sub Diaphragm Clarification
- RP3-6.3.3 Chord Design for Multi-Span
- RP3-6.3.4 Design for Openings
- RP3-7 Chapter 7 - Concluding Remarks
- RP3-Acknowledgments
- RP3-References
- RP3-Appendix A
- RESOURCE PAPER 4 Updated Maximum-Response Scale Factors [Go to Page]
- RP4-1 Updated Maximum-Response Scale Factors
- RP4-2 Proposed Changes: [Go to Page]
- 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:
- RP4-2.3 Replace ASCE/SEI 7-10 References of Chapter 21 with the following:
- RESOURCE PAPER 5 One-Story, Flexible Diaphragm Buildings with Stiff Vertical Elements [Go to Page]
- RP5-1 Introduction
- RP5-2 Behavior of flexible diaphragm buildings subjected to Earthquake Ground shaking
- RP5-3 Current Seismic Design Approach [Go to Page]
- RP5-3.1 Seismic Systems and Response Modification Factors
- RP5-3.2 Seismic Design Forces for the Diaphragm and Diaphragm Strength
- RP5-3.3 Out-of-Plane Wall and Wall Anchorage Forces
- RP5-3.4 Stiffness of Wall Anchorage Connections
- RP5-3.5 Transfer of Wall Anchorage Forces to Continuous Diaphragm Ties
- RP5-3.6 Deformation Compatibility
- RP5-3.7 Diaphragm Design for Strength [Go to Page]
- RP5-3.7.1 Wood Diaphragms
- RP5-3.7.2 Steel Deck Diaphragms
- RP5-4 Evaluation of Current Design Approach [Go to Page]
- RP5-4.1 Description of Archetypes
- RP5-4.2 Modeling Framework
- RP5-4.3 Modeling Framework Validation
- RP5-4.4 FEMA P695 Analysis Results for Current Design
- RP5-4.5 Fundamental Period of the Archetypes
- RP5-4.6 Out-of-plane Wall Anchorage Forces
- RP5-5 Proposed Design Approach [Go to Page]
- RP5-5.1 Description of Proposed Design Approach [Go to Page]
- RP5-5.1.1 Vertical Element Yielding Design Path
- RP5-5.1.2 Diaphragm Yielding Design Path
- RP5-5.1.3 Design Requirements Applicable to All RWFD Buildings
- RP5-5.2 Limitations of the Proposed Design Path for Diaphragm Yielding
- RP5-5.3 Applicability of Proposed Design Approach to RWFD Buildings with Steel Deck Diaphragms
- RP5-5.4 Discussion of Diaphragm Yielding
- RP5-5.5 Quality of Design, Construction and Inspection
- RP5-5.6 Diaphragm Modifications and Deterioration
- RP5-6 Evaluation of Proposed Design Approach [Go to Page]
- RP5-6.1 Description of Archetypes
- RP5-6.2 P695 Analysis Results for Proposed Design Approach
- RP5-7 Summary
- RP5-8 References
- RP5-Appendix A
- RP5-Appendix B
- RP5-Appendix C
- RP5-Appendix D
- RP5-Appendix E
- Blank Page
- Blank Page
- Blank Page [Go to Page]