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FEMA P750 2009

FEMA P750 2009

$57.85

FEMA P-750 – NEHRP Recommended Seismic Provisions for New Buildings and Other Structures. 2009 Edition

Published By Publication Date Number of Pages
FEMA 2009 406
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PDF Catalog

PDF Pages PDF Title
3 NEHRP Recommended Seismic Provisions
5 FOREWORD
7 PREFACE and ACKNOWLEDGEMENTS
9 CONTENTS
17 PART 1, PROVISIONS
19 1.1 INTENT
1.2 REFERENCE DOCUMENT
21 1.3 MODIFICATIONS TO ASCE/SEI 7-05
Modifications to Chapter 11, Seismic Design Criteria
26 Commentary to Chapter 11 Modifications
37 Modifications to Chapter 12, Seismic Design Requirements for Building Structures
44 Commentary to Chapter 12 Modifications
ADDITIONAL REFERENCES FOR CHAPTER 12 COMMENTARY
45 Modifications to Chapter 13, Seismic Design Requirements for Nonstructural Elements
Commentary to Chapter 13 Modifications
47 Modifications to Chapter 14, Material Specific Seismic Design and Detailing Requirements
56 Commentary to Chapter 14 Modifications
70 ADDITIONAL REFERENCES FOR CHAPTER 14 COMMENTARY
73 Modifications to Chapter 15, Seismic Design Requirements for Nonbuilding Structures
74 Commentary to Chapter 15 Modifications
75 ADDITIONAL REFERENCE FOR CHAPTER 15 COMMENTARY
77 Modification to Chapter 16, Seismic Response History Procedures
Commentary to Chapter 16 Modification
78 ADDITIONAL REFERENCES FOR CHAPTER 16 COMMENTARY
79 Modifications to Chapter 18, Seismic Design Requirements for Structures with Damping Systems
81 Chapter 19, Soil Structure Interaction for Seismic Design
83 Modification to Chapter 21, Site-Specific Ground Motion Procedures for Seismic Design
Commentary to the Chapter 21 Modification
86 ADDITIONAL REFERENCES FOR CHAPTER 21 COMMENTARY
89 Modification to Chapter 22, Seismic Ground Motion and Long-period Transition Maps
108 Commentary to New Chapter 22
111 Modifications to Chapter 23, Seismic Design Reference Documents
113 New Chapter 23, Vertical Ground Motions for Seismic Design
114 Commentary to New Chapter 23
117 PART 2, COMMENTARY TO ASCE/SEI 7-05
119 COMMENTARY TO CHAPTER 11, SEISMIC DESIGN CRITERIA
C11.1 GENERAL
120 C11.4 SEISMIC GROUND MOTION VALUES1
121 C11.5 IMPORTANCE FACTOR AND OCCUPANCY CATEGORY
123 C11.6 SEISMIC DESIGN CATEGORIES
124 C11.7 DESIGN REQUIREMENTS FOR SEISMIC DESIGN CATEGORY A
125 C11.8 GEOLOGIC HAZARDS AND GEOTECHNICAL INVESTIGATION
REFERENCES
127 COMMENTARY TO CHAPTER 12, SEISMIC DESIGN REQUIREMENTS FOR BUILDING STRUCTURES
C12.1 STRUCTURAL DESIGN BASIS
130 C12.2 STRUCTURAL SYSTEM SELECTION
133 C12.3 DIAPHRAGM FLEXIBILITY, CONFIGURATION IRREGULARITIES, AND REDUNDANCY
139 C12.4 SEISMIC LOAD EFFECTS AND COMBINATIONS
140 C12.5 DIRECTION OF LOADING
C12.6 ANALYSIS SELECTION PROCEDURE
C12.7 MODELING CRITERIA
142 C12.8 EQUIVALENT LATERAL FORCE PROCEDURE
149 C12.9 MODAL RESPONSE SPECTRUM ANALYSIS
150 C12.10 DIAPHRAGMS, CHORDS, AND COLLECTORS
151 C12.11 STRUCTURAL WALLS AND THEIR ANCHORAGE
153 C12.12 DRIFT AND DEFORMATION
155 C12.13 FOUNDATION DESIGN
158 C12.14 SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITERIA FOR SIMPLE BEARING WALL OR BUILDING FRAME SYSTEMS
159 REFERENCES
161 COMMENTARY CHAPTER 13,SEISMIC DESIGN REQUIREMENTS FORNONSTRUCTURAL COMPONENTS
C13.1 GENERAL
167 C13.2 GENERAL DESIGN REQUIREMENTS
170 C13.3 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS
173 C13.4 NONSTRUCTURAL COMPONENT ANCHORAGE
175 C13.5 ARCHITECTURAL COMPONENTS
178 C13.6 MECHANIAL AND ELECTRICAL COMPONENTS
182 REFERENCES
185 COMMENTARY TO CHAPTER 14, MATERIAL SPECIFIC SEISMIC DESIGN AND DETAILING REQUIREMENTS
C14.0 SCOPE
C14.1 STEEL
187 C14.2 CONCRETE
189 C14.3 COMPOSITE STEEL AND CONCRETE STRUCTURES
190 C14.4 MASONRY
191 C14.5 WOOD
192 REFERENCES
195 COMMENTARY TO CHAPTER 15, SEISMIC DESIGN REQUIREMENTS FOR NONBUILDING STRUCTURES
201 C15.2 REFERENCE DOCUMENTS
202 C15.3 NONBUILDING STRUCTURES SUPPORTED BY OTHER SRUCTURES
203 C15.4 STRUCTURAL DESIGN REQUIREMENTS
204 C15.5 NONBUILDING STRUCTURES SIMILAR TO BUILDINGS
206 C15.6 GENERAL REQUIREMENTS FOR NONBUILDING STRUCTURES NOT SIMILAR TO BUILDINGS
207 C15.7 TANKS AND VESSELS
215 REFERENCES
217 COMMENTARY TO CHAPTER 16, SEISMIC RESPONSE HISTORY PROCEDURES
C16.1 LINEAR RESPONSE HISTORY PROCEDURE
220 C16.2 NONLINEAR RESPONSE HISTORY PROCEDURE
222 REFERENCES
223 COMMENTARY TO CHAPTER 17, SEISMIC DESIGN REQUIREMENTS FORSEISMICALLY ISOLATED STRUCTURES
C17.1 GENERAL
224 C17.2 GENERAL DESIGN REQUIREMENTS
225 C17.3 GROUND MOTION FOR ISOLATED STRUCTURES
226 C17.4 ANALYSIS PROCEDURE SELECTION
227 C17.5 EQUIVALENT LATERAL FORCE PROCEDURE
230 C17.6 DYNAMIC ANALYSIS PROCEDURES
C17.7 DESIGN REVIEW
C17.8 TESTING
232 REFERENCES
233 COMMENTARY TO CHAPTER 18, SEISMIC DESIGN REQUIREMENTS FOR STRUCTURES WITH DAMPING SYSTEMS
C18.1 GENERAL
C18.2 GENERAL DESIGN REQUIREMENTS
235 C18.3 NONLINEAR PROCEDURES
C18.4 RESPONSE SPECTRUM PROCEDURES and C18.5 EQUIVALENT LATERAL FORCE PROCEDURE
237 C18.6 DAMPED RESPONSE MODIFICATION
238 C18.7 SEISMIC LOAD CONDITIONS AND ACCEPTANCE CRITERIA
REFERENCES
241 COMMENTARY FOR CHAPTER 19, SOIL STRUCTURE INTERACTION FOR SEISMIC DESIGN
C19.1 GENERAL
242 C19.2 EQUIVALENT LATERAL FORCE PROCEDURE
245 C19.3 MODAL ANALYSIS PROCEDURE
REFERENCES
247 COMMENTARY FOR CHAPTER 20, SITE CLASSIFICATION PROCEDURE FOR SEISMIC DESIGN
C20.1 SITE CLASSIFICATION
C20.3 SITE CLASS DEFINITIONS
C20.4 DEFINITION OF SITE CLASS PARAMETERS
249 COMMENTARY FOR CHAPTER 21, SITE-SPECIFIC GROUND MOTION PROCEDURES FOR SEISMIC DESIGN
GENERAL
C21.1 SITE RESPONSE ANALYSIS
250 C21.2 GROUND MOTION HAZARD ANALYSIS
251 C21.3 DESIGN RESPONSE SPECTRUM
C21.4 DESIGN ACCELERATION PARAMETERS
REFERENCES
253 COMMENTARY TO CHAPTER 22, SEISMIC GROUND MOTION AND LONG-PERIOD TRANSITION MAPS
254 REFERENCES
255 PART 3, RESOURCE PAPERS (RP) ON SPECIAL TOPICS IN SEISMIC DESIGN
257 Resource Paper 1 ALTERNATE MATERIALS, DESIGN, AND METHODS OF CONSTRUCTION
259 Resource Paper 2 NONLINEAR STATIC PROCEDURE
263 Resource Paper 3 SEISMIC-RESPONSE-HISTORY ANALYSIS
267 Resource Paper 4 FOUNDATION GEOTECHNICAL ULTIMATE STRENGTH DESIGN AND FOUNDATION LOAD-DEFORMATION MODELING
275 Resource Paper 5 ALTERNATIVE PROVISIONSFOR THE DESIGN OF PIPING SYSTEMS
279 Resource Paper 6 OTHER NONBUILDING STRUCTURES
283 Resource Paper 7 SPECIAL REQUIREMENTS FOR SEISMIC DESIGN OF STRUCTURAL GLUED LAMINATED TIMBER (Glulam) ARCH MEMBERS AND THEIR CONNECTIONS IN THREE-HINGE ARCH SYSTEMS
291 Resource Paper 8 APPROPRIATE SEISMIC LOAD COMBINATIONS FOR BASE PLATES, ANCHORAGES, AND FOUNDATIONS
305 Resource Paper 9 SEISMIC DESIGN USING TARGET DRIFT, DUCTILITY, AND PLASTIC MECHANISMS AS PERFORMANCE CRITERIA
327 Resource Paper 10 SEISMIC DESIGN METHODOLOGY FORPRECAST CONCRETE FLOOR DIAPHRAGMS
349 Resource Paper 11 SHEAR WALL LOAD-DEFLECTION PARAMETERS AND PERFORMANCE EXPECTATIONS
357 Resource Paper 12 EVALUATION OF GEOLOGIC HAZARDS ANDDETERMINATION OF SEISMIC LATERAL EARTH PRESSURES
381 Resource Paper 13 LIGHT-FRAME WALL SYSTEMS WITH WOOD STRUCTURAL PANEL SHEATHING
389 Appendix 2009 NEHRP RECOMMENDED SEISMIC PROVISIONS PROJECT PARTICIPANTS

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