{"id":369532,"date":"2024-10-20T02:15:19","date_gmt":"2024-10-20T02:15:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-2139-3-2020\/"},"modified":"2024-10-26T03:51:44","modified_gmt":"2024-10-26T03:51:44","slug":"fema-p-2139-3-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-2139-3-2020\/","title":{"rendered":"FEMA P 2139 3 2020"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFEMA P-2139-3 <\/td>\n<\/tr>\n
3<\/td>\nShort-Period Building Collapse Performance and Recommendations for Improving Seismic Design,
\nVolume 3 \u2013 Study of One-to-Four Story Special Reinforced Masonry Shear Wall Buildings <\/td>\n<\/tr>\n
5<\/td>\nForeword <\/td>\n<\/tr>\n
7<\/td>\nPreface <\/td>\n<\/tr>\n
9<\/td>\nTable of Contents <\/td>\n<\/tr>\n
13<\/td>\nList of Figures <\/td>\n<\/tr>\n
27<\/td>\nList of Tables <\/td>\n<\/tr>\n
31<\/td>\nChapter 1: Introduction <\/td>\n<\/tr>\n
32<\/td>\n1.1 Background and Purpose <\/td>\n<\/tr>\n
35<\/td>\n1.2 Approach and Scope <\/td>\n<\/tr>\n
40<\/td>\n1.3 Organization and Content <\/td>\n<\/tr>\n
43<\/td>\nChapter 2: Observed Response and Performance Benchmarks
2.1 Introduction
2.2 Observed Damage and Collapse of Modern Short-Period Reinforced Masonry Buildings in Past Earthquakes <\/td>\n<\/tr>\n
44<\/td>\n2.2.1 Reinforced Masonry Building Damage in the 1987 Whittier Earthquake
2.2.2 Reinforced Masonry Building Damage in the 1994 Northridge Earthquake <\/td>\n<\/tr>\n
47<\/td>\n2.2.3 Reinforced Masonry Building Damage in the 2011 Christchurch Earthquake
2.3 Observed Performance in Shake-Table Tests <\/td>\n<\/tr>\n
48<\/td>\n2.4 Collapse Failure Modes and Target Collapse Rates of Reinforced Masonry Buildings <\/td>\n<\/tr>\n
49<\/td>\nChapter 3: Development of Building Archetype Configurations and Designs
3.1 Introduction <\/td>\n<\/tr>\n
50<\/td>\n3.2 Factors Influencing Building Performance
3.2.1 Seismic Design Level
3.2.2 Occupancy and Architectural Influence on Structure Configuration <\/td>\n<\/tr>\n
51<\/td>\n3.2.3 Reinforced Masonry Design and Construction Practice <\/td>\n<\/tr>\n
53<\/td>\n3.2.4 Site Class and Foundation Systems
3.2.5 Architectural and Nonstructural Components <\/td>\n<\/tr>\n
54<\/td>\n3.2.6 Behavior of Reinforced Masonry Walls under Seismic Loads
3.3 Building Type Considerations for Development of Archetypes
3.3.1 FEMA Model Building Types <\/td>\n<\/tr>\n
57<\/td>\n3.3.2 Building Occupancy <\/td>\n<\/tr>\n
59<\/td>\n3.3.3 Commercial Buildings (COM)
3.3.4 Multi-Family Residential and Hotel Buildings (RES) <\/td>\n<\/tr>\n
60<\/td>\n3.3.5 Retail, Industrial, and Warehouse Buildings (BOX) <\/td>\n<\/tr>\n
61<\/td>\n3.4 Archetype Design Criteria and Configurations
3.4.1 Applicable Codes and Standards
3.4.2 Gravity Loads
3.4.3 Seismic Loads and Design Criteria <\/td>\n<\/tr>\n
63<\/td>\n3.4.4 Foundation Design Criteria
3.4.5 Archetype Height
3.5 Commercial Building Archetypes (COM) <\/td>\n<\/tr>\n
65<\/td>\n3.5.1 Commercial Building Parametric Designs
3.6 Multi-Family Residential Archetypes (RES) <\/td>\n<\/tr>\n
66<\/td>\n3.7 Retail, Industrial, and Warehouse Archetypes (BOX) <\/td>\n<\/tr>\n
69<\/td>\nChapter 4: Numerical Modeling for Parametric Studies
4.1 Introduction
4.2 Background and Modeling Methods
4.2.1 Behavior of Reinforced Masonry Shear Walls <\/td>\n<\/tr>\n
72<\/td>\n4.2.2 Overview of Modeling Methods <\/td>\n<\/tr>\n
73<\/td>\n4.2.3 Adopted Modeling Approach <\/td>\n<\/tr>\n
74<\/td>\n4.3 Refined Finite-Element Modeling
4.3.1 Overview of Modeling Approach <\/td>\n<\/tr>\n
75<\/td>\n4.3.2 Detailed Modeling of Reinforced Masonry Walls <\/td>\n<\/tr>\n
76<\/td>\n4.3.3 Smeared-Crack Shell Elements <\/td>\n<\/tr>\n
78<\/td>\n4.3.4 Cohesive-Crack Interface Elements <\/td>\n<\/tr>\n
79<\/td>\n4.3.5 Beam Elements for Steel Reinforcement
4.3.6 Bond-Slip and Dowel-Action Interface Elements <\/td>\n<\/tr>\n
82<\/td>\n4.3.7 Element Removal Scheme
4.3.8 Calibration and Validation with Experimental Data <\/td>\n<\/tr>\n
83<\/td>\nQuasi-Static Wall Segment Tests <\/td>\n<\/tr>\n
86<\/td>\nShake-Table Test of a Two-Story Building
Shake-Table Test of a Wall Structure to Near Collapse <\/td>\n<\/tr>\n
88<\/td>\n4.4 Overview of Archetypes Considered for Parametric Studies <\/td>\n<\/tr>\n
89<\/td>\n4.5 Refined Finite-Element Models for the Archetypes <\/td>\n<\/tr>\n
91<\/td>\n4.5.1 Modeling of Horizontal Diaphragms <\/td>\n<\/tr>\n
94<\/td>\n4.5.2 Calibration of Material Models <\/td>\n<\/tr>\n
95<\/td>\n4.5.3 Pushover Analyses of Archetype Models
4.5.4 Eigenvalue Analyses of Archetype Models <\/td>\n<\/tr>\n
97<\/td>\n4.5.5 Response-History Analyses of Archetype Models <\/td>\n<\/tr>\n
99<\/td>\n4.6 Simplified Frame Models used for Parametric Studies
4.6.1 Model Description <\/td>\n<\/tr>\n
101<\/td>\n4.6.2 Model Calibration <\/td>\n<\/tr>\n
103<\/td>\n4.6.3 Pushover Analyses of Baseline Models <\/td>\n<\/tr>\n
104<\/td>\n4.6.4 Eigenvalue Analyses of Baseline Models <\/td>\n<\/tr>\n
105<\/td>\n4.7 Overview of Parametric Studies <\/td>\n<\/tr>\n
106<\/td>\n4.7.1 Baseline Configuration Parametric Study
4.7.2 Displacement Capacity Parametric Study <\/td>\n<\/tr>\n
107<\/td>\n4.7.3 Soil-Structure Interaction and Foundation Flexibility Parametric Study
Special Modeling for SSI and Foundation Flexibility Analyses <\/td>\n<\/tr>\n
109<\/td>\n4.8 Incremental Dynamic Analyses and Peak Response Values <\/td>\n<\/tr>\n
115<\/td>\nChapter 5: Numerical Results of Parametric Studies
5.1 Introduction
5.2 Baseline Configuration Parametric Study
5.2.1 Pushover and Incremental Dynamic Analyses <\/td>\n<\/tr>\n
121<\/td>\n5.2.2 Factors Influencing Probability of Collapse <\/td>\n<\/tr>\n
124<\/td>\n5.3 Displacement Capacity Parametric Study <\/td>\n<\/tr>\n
129<\/td>\n5.4 Soil-Structure Interaction and Foundation Flexibility Parametric Study <\/td>\n<\/tr>\n
137<\/td>\nChapter 6: Findings, Conclusions, and Recommendations
6.1 Introduction
6.2 Key Findings of the Parametric Studies <\/td>\n<\/tr>\n
138<\/td>\n6.2.1 Baseline Configuration Parametric Study <\/td>\n<\/tr>\n
141<\/td>\n6.2.2 Displacement Capacity Parametric Study <\/td>\n<\/tr>\n
144<\/td>\n6.2.3 Soil-Structure Interaction (SSI) and Foundation Flexibility Parametric Study <\/td>\n<\/tr>\n
146<\/td>\n6.3 Conclusions and Recommendations <\/td>\n<\/tr>\n
147<\/td>\n6.3.1 Comparison with Prior FEMA P-695 Collapse Probability Studies <\/td>\n<\/tr>\n
150<\/td>\n6.3.2 Recommendations for Improved Seismic Design Codes and Standards <\/td>\n<\/tr>\n
152<\/td>\n6.3.3 Recommendations for Advanced Seismic Design and Analysis Practices <\/td>\n<\/tr>\n
154<\/td>\n6.3.4 Recommendations for Enhanced Modeling and Testing <\/td>\n<\/tr>\n
155<\/td>\n6.3.4.1 Recommendations for Modeling <\/td>\n<\/tr>\n
159<\/td>\n6.3.4.2 Recommendations for Experimental Studies <\/td>\n<\/tr>\n
161<\/td>\nAppendix A: Archetype Design Criteria and Details
A.1 Introduction
A.2 Design Criteria
A.2.1 Codes
A.2.2 Materials <\/td>\n<\/tr>\n
162<\/td>\nA.2.3 Site-Specific Design Criteria
A.2.4 Gravity Loads <\/td>\n<\/tr>\n
163<\/td>\nA.2.5 Design Periods of Vibration <\/td>\n<\/tr>\n
164<\/td>\nA.2.6 Seismic Design Criteria <\/td>\n<\/tr>\n
165<\/td>\nA.2.7 Archetype Configurations <\/td>\n<\/tr>\n
166<\/td>\nA.3 Commercial Buildings (COM)
A.3.1 Structural Plans: Commercial Buildings <\/td>\n<\/tr>\n
169<\/td>\nA.3.1.1 Single-Story Commercial Building Plans (COM1, COM4, COM7) <\/td>\n<\/tr>\n
170<\/td>\nA.3.1.2 Two-Story Commercial Building Plans (COM2, COM5, COM8) <\/td>\n<\/tr>\n
172<\/td>\nA.3.1.3 Four-Story Commercial Building Plans (COM3) <\/td>\n<\/tr>\n
173<\/td>\nA.3.1.4 Four-Story Commercial Building Plans (COM6) <\/td>\n<\/tr>\n
175<\/td>\nA.3.2 Structural Elevations: Commercial Buildings
A.3.2.1 Single-Story Commercial Building Elevations (COM1, COM4, COM7)
A.3.2.2 Two-Story Commercial Building Elevations (COM2) <\/td>\n<\/tr>\n
176<\/td>\nA.3.2.3 Two-Story Commercial Building Elevations (COM5) <\/td>\n<\/tr>\n
177<\/td>\nA.3.2.4 Two-Story Commercial Building Elevations (COM8)
A.3.2.5 Four-Story Commercial Building Elevations (COM3) <\/td>\n<\/tr>\n
178<\/td>\nA.3.2.6 Four-Story Commercial Building Elevations (COM6) <\/td>\n<\/tr>\n
179<\/td>\nA.3.2.7 Four-Story Commercial Building Elevations (COM9) <\/td>\n<\/tr>\n
180<\/td>\nA.3.3 Structural Details: Commercial Buildings
A.3.3.1 Foundation Details <\/td>\n<\/tr>\n
182<\/td>\nA.3.3.2 Framing Details <\/td>\n<\/tr>\n
185<\/td>\nA.4 Multi-Family Residential and Hotel Buildings (RES)
A.4.1 Structural Plans: Residential Buildings
A.4.1.1 Four-Story Residential Building Plans (RES1, RES2, RES3) <\/td>\n<\/tr>\n
187<\/td>\nA.4.2 Structural Elevations: Residential Buildings
A.4.2.1 Four-Story Residential Building Elevations (RES1, RES3) <\/td>\n<\/tr>\n
188<\/td>\nA.4.2.2 Four-Story Residential Building Elevations (RES 2) <\/td>\n<\/tr>\n
189<\/td>\nA.4.3 Structural Details: Residential Buildings
A.4.3.1 Foundation Details <\/td>\n<\/tr>\n
190<\/td>\nA.4.3.2 Framing Details <\/td>\n<\/tr>\n
192<\/td>\nA.5 Retail, Industrial, and Warehouse Buildings (BOX)
A.5.1 Structural Plans: Box Buildings
A.5.1.1 Building Plans (BOX1, BOX2, BOX3) <\/td>\n<\/tr>\n
193<\/td>\nA.5.2 Structural Elevations: Box Buildings
A.5.2.1 Building Elevations (BOX1) <\/td>\n<\/tr>\n
194<\/td>\nA.5.2.2 Building Elevations (BOX2) <\/td>\n<\/tr>\n
195<\/td>\nA.5.2.3 Building Elevations (BOX3) <\/td>\n<\/tr>\n
196<\/td>\nA.5.3 Structural Details: Box Buildings
A.5.3.1 Foundation Details <\/td>\n<\/tr>\n
197<\/td>\nA.5.3.2 Framing Details <\/td>\n<\/tr>\n
199<\/td>\nAppendix B: Response-History Analysis Results Obtained with Refined and Simplified Numerical Models <\/td>\n<\/tr>\n
200<\/td>\nB.1 Archetype COM1 <\/td>\n<\/tr>\n
204<\/td>\nB.2 Archetype COM2 <\/td>\n<\/tr>\n
210<\/td>\nB.3 Archetype COM3 <\/td>\n<\/tr>\n
216<\/td>\nB.4 Archetype COM4 <\/td>\n<\/tr>\n
220<\/td>\nB.5 Archetype COM5 <\/td>\n<\/tr>\n
226<\/td>\nB.6 Archetype COM6 <\/td>\n<\/tr>\n
233<\/td>\nAppendix C: Development of Soil Springs, Soil Dampers, and Frequency-Modified Ground Motion Records for the SSI Parametric Study
C.1 Introduction
C.2 Background and Theory
C.2.1 Inertial-Interaction Effects <\/td>\n<\/tr>\n
234<\/td>\nC.2.2 Kinematic-Interaction Effects <\/td>\n<\/tr>\n
235<\/td>\nC.3 Representative Field Sites
C.3.1 Soft Site
C.3.2 Stiff Site <\/td>\n<\/tr>\n
236<\/td>\nC.4 Foundation Springs and Dampers
C.4.1 Development of the Foundation Impedances <\/td>\n<\/tr>\n
241<\/td>\nC.4.2 Spring and Damper Example Calculations <\/td>\n<\/tr>\n
245<\/td>\nC.5 Frequency-Modified Ground Motion Records <\/td>\n<\/tr>\n
249<\/td>\nAppendix D: Archive of Peak Response Calculations
D.1 Peak Response Parameters Archived for Each Model <\/td>\n<\/tr>\n
251<\/td>\nReferences <\/td>\n<\/tr>\n
261<\/td>\nProject Participants
Charles A. Kircher (Project Technical Director) <\/td>\n<\/tr>\n
266<\/td>\nBack Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-2139-3: Short-Period Building Collapse Performance and Recommendations for Improving Seismic Design Volume 3 \u2013 Study of One-to-Four Story Special Reinforced Masonry Shear Wall Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2020<\/td>\n266<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":369538,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-369532","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/369532","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/369538"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=369532"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=369532"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=369532"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}