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eLibrary > FEMA P-2139-3: Short-Period Building Collapse Performance and Recommendations for Improving Seismic Design Volume 3 – Study of One-to-Four Story Special Reinforced Masonry Shear Wall Buildings >

FEMA P-2139-3: Short-Period Building Collapse Performance and Recommendations for Improving Seismic Design Volume 3 – Study of One-to-Four Story Special Reinforced Masonry Shear Wall Buildings, 2020

FEMA P-2139-3: Short-Period Building Collapse Performance and Recommendations for Improving Seismic Design Volume 3 – Study of One-to-Four Story Special Reinforced Masonry Shear Wall Buildings, 2020

FEMA P-2139-3
Short-Period Building Collapse Performance and Recommendations for Improving Seismic Design, Volume 3 – Study of One-to-Four Story Special Reinforced Masonry Shear Wall Buildings
Foreword
Preface
Table of Contents
List of Figures
List of Tables
Chapter 1: Introduction [Go to Page]
1.1 Background and Purpose
1.2 Approach and Scope
1.3 Organization and Content
Chapter 2: Observed Response and Performance Benchmarks [Go to Page]
2.1 Introduction
2.2 Observed Damage and Collapse of Modern Short-Period Reinforced Masonry Buildings in Past Earthquakes [Go to Page]
2.2.1 Reinforced Masonry Building Damage in the 1987 Whittier Earthquake
2.2.2 Reinforced Masonry Building Damage in the 1994 Northridge Earthquake
2.2.3 Reinforced Masonry Building Damage in the 2011 Christchurch Earthquake
2.3 Observed Performance in Shake-Table Tests
2.4 Collapse Failure Modes and Target Collapse Rates of Reinforced Masonry Buildings
Chapter 3: Development of Building Archetype Configurations and Designs [Go to Page]
3.1 Introduction
3.2 Factors Influencing Building Performance [Go to Page]
3.2.1 Seismic Design Level
3.2.2 Occupancy and Architectural Influence on Structure Configuration
3.2.3 Reinforced Masonry Design and Construction Practice
3.2.4 Site Class and Foundation Systems
3.2.5 Architectural and Nonstructural Components
3.2.6 Behavior of Reinforced Masonry Walls under Seismic Loads
3.3 Building Type Considerations for Development of Archetypes [Go to Page]
3.3.1 FEMA Model Building Types
3.3.2 Building Occupancy
3.3.3 Commercial Buildings (COM)
3.3.4 Multi-Family Residential and Hotel Buildings (RES)
3.3.5 Retail, Industrial, and Warehouse Buildings (BOX)
3.4 Archetype Design Criteria and Configurations [Go to Page]
3.4.1 Applicable Codes and Standards
3.4.2 Gravity Loads
3.4.3 Seismic Loads and Design Criteria
3.4.4 Foundation Design Criteria
3.4.5 Archetype Height
3.5 Commercial Building Archetypes (COM) [Go to Page]
3.5.1 Commercial Building Parametric Designs
3.6 Multi-Family Residential Archetypes (RES)
3.7 Retail, Industrial, and Warehouse Archetypes (BOX)
Chapter 4: Numerical Modeling for Parametric Studies [Go to Page]
4.1 Introduction
4.2 Background and Modeling Methods [Go to Page]
4.2.1 Behavior of Reinforced Masonry Shear Walls
4.2.2 Overview of Modeling Methods
4.2.3 Adopted Modeling Approach
4.3 Refined Finite-Element Modeling [Go to Page]
4.3.1 Overview of Modeling Approach
4.3.2 Detailed Modeling of Reinforced Masonry Walls
4.3.3 Smeared-Crack Shell Elements
4.3.4 Cohesive-Crack Interface Elements
4.3.5 Beam Elements for Steel Reinforcement
4.3.6 Bond-Slip and Dowel-Action Interface Elements
4.3.7 Element Removal Scheme
4.3.8 Calibration and Validation with Experimental Data [Go to Page]
Quasi-Static Wall Segment Tests
Shake-Table Test of a Two-Story Building
Shake-Table Test of a Wall Structure to Near Collapse
4.4 Overview of Archetypes Considered for Parametric Studies
4.5 Refined Finite-Element Models for the Archetypes [Go to Page]
4.5.1 Modeling of Horizontal Diaphragms
4.5.2 Calibration of Material Models
4.5.3 Pushover Analyses of Archetype Models
4.5.4 Eigenvalue Analyses of Archetype Models
4.5.5 Response-History Analyses of Archetype Models
4.6 Simplified Frame Models used for Parametric Studies [Go to Page]
4.6.1 Model Description
4.6.2 Model Calibration
4.6.3 Pushover Analyses of Baseline Models
4.6.4 Eigenvalue Analyses of Baseline Models
4.7 Overview of Parametric Studies [Go to Page]
4.7.1 Baseline Configuration Parametric Study
4.7.2 Displacement Capacity Parametric Study
4.7.3 Soil-Structure Interaction and Foundation Flexibility Parametric Study [Go to Page]
Special Modeling for SSI and Foundation Flexibility Analyses
4.8 Incremental Dynamic Analyses and Peak Response Values
Chapter 5: Numerical Results of Parametric Studies [Go to Page]
5.1 Introduction
5.2 Baseline Configuration Parametric Study [Go to Page]
5.2.1 Pushover and Incremental Dynamic Analyses
5.2.2 Factors Influencing Probability of Collapse
5.3 Displacement Capacity Parametric Study
5.4 Soil-Structure Interaction and Foundation Flexibility Parametric Study
Chapter 6: Findings, Conclusions, and Recommendations [Go to Page]
6.1 Introduction
6.2 Key Findings of the Parametric Studies [Go to Page]
6.2.1 Baseline Configuration Parametric Study
6.2.2 Displacement Capacity Parametric Study
6.2.3 Soil-Structure Interaction (SSI) and Foundation Flexibility Parametric Study
6.3 Conclusions and Recommendations [Go to Page]
6.3.1 Comparison with Prior FEMA P-695 Collapse Probability Studies
6.3.2 Recommendations for Improved Seismic Design Codes and Standards
6.3.3 Recommendations for Advanced Seismic Design and Analysis Practices
6.3.4 Recommendations for Enhanced Modeling and Testing
6.3.4.1 Recommendations for Modeling
6.3.4.2 Recommendations for Experimental Studies
Appendix A: Archetype Design Criteria and Details [Go to Page]
A.1 Introduction
A.2 Design Criteria [Go to Page]
A.2.1 Codes
A.2.2 Materials
A.2.3 Site-Specific Design Criteria
A.2.4 Gravity Loads
A.2.5 Design Periods of Vibration
A.2.6 Seismic Design Criteria
A.2.7 Archetype Configurations
A.3 Commercial Buildings (COM) [Go to Page]
A.3.1 Structural Plans: Commercial Buildings [Go to Page]
A.3.1.1 Single-Story Commercial Building Plans (COM1, COM4, COM7)
A.3.1.2 Two-Story Commercial Building Plans (COM2, COM5, COM8)
A.3.1.3 Four-Story Commercial Building Plans (COM3)
A.3.1.4 Four-Story Commercial Building Plans (COM6)
A.3.2 Structural Elevations: Commercial Buildings [Go to Page]
A.3.2.1 Single-Story Commercial Building Elevations (COM1, COM4, COM7)
A.3.2.2 Two-Story Commercial Building Elevations (COM2)
A.3.2.3 Two-Story Commercial Building Elevations (COM5)
A.3.2.4 Two-Story Commercial Building Elevations (COM8)
A.3.2.5 Four-Story Commercial Building Elevations (COM3)
A.3.2.6 Four-Story Commercial Building Elevations (COM6)
A.3.2.7 Four-Story Commercial Building Elevations (COM9)
A.3.3 Structural Details: Commercial Buildings [Go to Page]
A.3.3.1 Foundation Details
A.3.3.2 Framing Details
A.4 Multi-Family Residential and Hotel Buildings (RES) [Go to Page]
A.4.1 Structural Plans: Residential Buildings [Go to Page]
A.4.1.1 Four-Story Residential Building Plans (RES1, RES2, RES3)
A.4.2 Structural Elevations: Residential Buildings [Go to Page]
A.4.2.1 Four-Story Residential Building Elevations (RES1, RES3)
A.4.2.2 Four-Story Residential Building Elevations (RES 2)
A.4.3 Structural Details: Residential Buildings [Go to Page]
A.4.3.1 Foundation Details
A.4.3.2 Framing Details
A.5 Retail, Industrial, and Warehouse Buildings (BOX) [Go to Page]
A.5.1 Structural Plans: Box Buildings [Go to Page]
A.5.1.1 Building Plans (BOX1, BOX2, BOX3)
A.5.2 Structural Elevations: Box Buildings [Go to Page]
A.5.2.1 Building Elevations (BOX1)
A.5.2.2 Building Elevations (BOX2)
A.5.2.3 Building Elevations (BOX3)
A.5.3 Structural Details: Box Buildings [Go to Page]
A.5.3.1 Foundation Details
A.5.3.2 Framing Details
Appendix B: Response-History Analysis Results Obtained with Refined and Simplified Numerical Models [Go to Page]
B.1 Archetype COM1
B.2 Archetype COM2
B.3 Archetype COM3
B.4 Archetype COM4
B.5 Archetype COM5
B.6 Archetype COM6
Appendix C: Development of Soil Springs, Soil Dampers, and Frequency-Modified Ground Motion Records for the SSI Parametric Study [Go to Page]
C.1 Introduction
C.2 Background and Theory [Go to Page]
C.2.1 Inertial-Interaction Effects
C.2.2 Kinematic-Interaction Effects
C.3 Representative Field Sites [Go to Page]
C.3.1 Soft Site
C.3.2 Stiff Site
C.4 Foundation Springs and Dampers [Go to Page]
C.4.1 Development of the Foundation Impedances
C.4.2 Spring and Damper Example Calculations
C.5 Frequency-Modified Ground Motion Records
Appendix D: Archive of Peak Response Calculations [Go to Page]
D.1 Peak Response Parameters Archived for Each Model
References
Project Participants [Go to Page]
Charles A. Kircher (Project Technical Director)
Back Cover [Go to Page]

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FEMA P-2139-3: Short-Period Building Collapse Performance and Recommendations for Improving Seismic Design Volume 3 – Study of One-to-Four Story Special Reinforced Masonry Shear Wall Buildings, 2020

⨯To continue with accurate pricing,
please select your company type below: