{"id":26415,"date":"2024-10-17T02:30:57","date_gmt":"2024-10-17T02:30:57","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-454-06-2006\/"},"modified":"2024-10-24T13:46:15","modified_gmt":"2024-10-24T13:46:15","slug":"fema-454-06-2006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-454-06-2006\/","title":{"rendered":"FEMA 454 06 2006"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFEMA454: DESIGNING FOR EARTHQUAKES <\/td>\n<\/tr>\n
3<\/td>\nTitle Page <\/td>\n<\/tr>\n
5<\/td>\nFront Matter
FOREWORD AND ACKOWLEDGMENTS
BACKGROUND AND PURPOSE <\/td>\n<\/tr>\n
7<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
9<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
25<\/td>\nCHAPTER 1: INTRODUCTION
1.1 Background <\/td>\n<\/tr>\n
28<\/td>\n1.2 The Architect’s Role in Seismic Design <\/td>\n<\/tr>\n
29<\/td>\n1.3 The Contents of This Publication <\/td>\n<\/tr>\n
32<\/td>\n1.4 The Bottom Line <\/td>\n<\/tr>\n
33<\/td>\nCHAPTER 2: NATURE OF EARTHQUAKES AND SEISMIC HAZARDS
2.1 Introduction <\/td>\n<\/tr>\n
35<\/td>\n2.2\tObservations of Earthquakes\t
2.2.1\tPlate Tectonics and Seismicity <\/td>\n<\/tr>\n
38<\/td>\n2.2.2\tEarthquake Fault Types <\/td>\n<\/tr>\n
42<\/td>\n2.2.3 Earthquake Effects
Ground Shaking Intensity <\/td>\n<\/tr>\n
44<\/td>\nLandslides <\/td>\n<\/tr>\n
45<\/td>\nTsunamis and Seiches <\/td>\n<\/tr>\n
46<\/td>\nLiquefaction <\/td>\n<\/tr>\n
47<\/td>\n2.3 Seismic Waves And Strong Motion
2.3.1\tSeismic Instrumental Recordings and Systems <\/td>\n<\/tr>\n
49<\/td>\n2.3.2\tTypes of Earthquake Waves <\/td>\n<\/tr>\n
54<\/td>\n2.4. Seismic Sources And Strong Motion <\/td>\n<\/tr>\n
55<\/td>\n2.4.1\tEarthquake Magnitude <\/td>\n<\/tr>\n
57<\/td>\n2.4.2 Elastic Rebound and its Relationship to Earthquake Strong Ground Motion <\/td>\n<\/tr>\n
59<\/td>\n2.4.3 Source Directivity and its Effect on Strong Ground Motions <\/td>\n<\/tr>\n
60<\/td>\n2.5\tStrong Ground Motion <\/td>\n<\/tr>\n
61<\/td>\n2.5.1\tDuration of Strong Shaking
2.5.2\tEstimating Time Histories <\/td>\n<\/tr>\n
64<\/td>\n2.6. Seismic Hazard
2.6.1\tEmpirical Attenuation Curves <\/td>\n<\/tr>\n
67<\/td>\n2.6.2 Probabilistic Seismic Hazard Analysis (PSHA) and Building Codes
Identification of the seismic source or faults. <\/td>\n<\/tr>\n
68<\/td>\nCharacterization of annual rates of seismic events.
Development of attenuation relationships
Combining factors <\/td>\n<\/tr>\n
75<\/td>\n2.7\tConclusions <\/td>\n<\/tr>\n
76<\/td>\n2.8\tAcknowledgments <\/td>\n<\/tr>\n
77<\/td>\n2.9 Cited and Other Recommended References <\/td>\n<\/tr>\n
78<\/td>\n2.10 Web Resources <\/td>\n<\/tr>\n
79<\/td>\nCHAPTER 3: SITE EVALUATION AND SELECTION
3.1 Introduction
3.2 Selecting and Assessing Building Sites in Earthquake Country <\/td>\n<\/tr>\n
80<\/td>\n3.2.1 Performance Criteria, Site Selection, and Evaluation <\/td>\n<\/tr>\n
81<\/td>\n3.2.2 Building Program and Site Evaluation
3.3 The Inportance of the Right Team\u2014Geotechnical Engineering Expertise <\/td>\n<\/tr>\n
82<\/td>\n3.3.1 The Site Assessment Process
3.3.2 Geotechnical Report Content <\/td>\n<\/tr>\n
83<\/td>\n3.3.3 Additional Investigations to Determine Landslide and Liquefaction
3.3.4 Information Sources for the Site Assessment Process <\/td>\n<\/tr>\n
84<\/td>\n3.4 Local Government Hazard Assessments\u2014DMA 2000
3.5 Tools for Getting Started <\/td>\n<\/tr>\n
85<\/td>\n3.5.1 Understanding Regional Earthquake Risk-Big Picture of Expected Ground Motions
USGS 2002 Ground Motion Maps
State Survey Risk Maps <\/td>\n<\/tr>\n
87<\/td>\nHAZUS Earthquake Loss Estimates <\/td>\n<\/tr>\n
89<\/td>\n3.6 Earthquake Hazards to Avoid
3.6.1\tEarthquake Fault Zones <\/td>\n<\/tr>\n
90<\/td>\nMitigating Fault Zone Hazards <\/td>\n<\/tr>\n
94<\/td>\nLiquefaction Hazard Zones <\/td>\n<\/tr>\n
95<\/td>\nMitigation Options for Liquefiable Sites <\/td>\n<\/tr>\n
96<\/td>\nLocation of the Structure
Intervention on the Site <\/td>\n<\/tr>\n
97<\/td>\nSpecial Design Considerations
3.6.3 Areas of Intensified Ground Motions <\/td>\n<\/tr>\n
100<\/td>\n3.6.4\tGround Failure, Debris Flows, and Land Slides
Landslide Hazard Maps <\/td>\n<\/tr>\n
102<\/td>\nMitigation Options <\/td>\n<\/tr>\n
103<\/td>\n3.7 Off-Site Issues That Affect Site Selection
3.7.1\tAccess and Egress
3.7.2\tInfrastructure <\/td>\n<\/tr>\n
104<\/td>\n3.7.3\tAdjacency\t
3.8 Earthquake and Tsunami Hazards <\/td>\n<\/tr>\n
105<\/td>\nMitigating Tsunami and Coastal Surge Hazards <\/td>\n<\/tr>\n
110<\/td>\nNotes <\/td>\n<\/tr>\n
111<\/td>\nCHAPTER 4: EARTHQUAKE EFFECTS ON BUILDINGS
4.1 Introduction
4.2 Inertial Forces and Acceleration <\/td>\n<\/tr>\n
113<\/td>\n4.3\tDuration, Velocity, and Displacement <\/td>\n<\/tr>\n
114<\/td>\n4.4\tGround Amplification <\/td>\n<\/tr>\n
115<\/td>\n4.5 Period and Resonance
4.5.1 Natural Periods <\/td>\n<\/tr>\n
117<\/td>\n4.5.2 Ground Motion, Building Resonance, and Response Spectrum <\/td>\n<\/tr>\n
119<\/td>\n4.5.3\tSite Response Spectrum <\/td>\n<\/tr>\n
122<\/td>\n4.6 Damping <\/td>\n<\/tr>\n
124<\/td>\n4.7 Dynamic Amplification
4.8\tHigher Forces and Uncalculated Resistance <\/td>\n<\/tr>\n
125<\/td>\n4.9\tDuctility <\/td>\n<\/tr>\n
127<\/td>\n4.10 Strength, Stiffness, Force Distribution, and Stress Concentration
4.10.1 Strength and Stiffness\t <\/td>\n<\/tr>\n
129<\/td>\n4.10.2 Force Distribution and Stress Concentration <\/td>\n<\/tr>\n
132<\/td>\n4.11 Torsional Forces <\/td>\n<\/tr>\n
133<\/td>\n4.12 Nonstructural Components <\/td>\n<\/tr>\n
135<\/td>\n4.13 Construction Quality <\/td>\n<\/tr>\n
136<\/td>\n4.14 Conclusion <\/td>\n<\/tr>\n
137<\/td>\n4.15 References
4.16 To FInd Out More <\/td>\n<\/tr>\n
139<\/td>\nCHAPTER 5: SEISMIC ISSUES IN ARCHITECTURAL DESIGN
5.1 Introduction
5.2 The Basic Seismic Structural Systems <\/td>\n<\/tr>\n
140<\/td>\n5.2.1\tThe Vertical Lateral Resistance Systems <\/td>\n<\/tr>\n
142<\/td>\n5.2.2 Diaphragms\u2014 The Horizontal Resistance System <\/td>\n<\/tr>\n
144<\/td>\n5.2.3 Optimizing the Structural\/Architectural Configuration <\/td>\n<\/tr>\n
147<\/td>\n5.3 The Effects of Configuration Irregularity
5.3.1 Stress Concentrations
5.3.2 Torsion <\/td>\n<\/tr>\n
148<\/td>\n5.4 Configuration Irregularity in the Seismic Code <\/td>\n<\/tr>\n
149<\/td>\n5.5 Four Serious Configuration Conditions <\/td>\n<\/tr>\n
152<\/td>\n5.5.1 Soft and Weak Stories (Code Irregularities Types V1 and V5) <\/td>\n<\/tr>\n
156<\/td>\n5.5.2 Discontinuous Shear Walls (Code Type Irregularity V5) <\/td>\n<\/tr>\n
158<\/td>\n5.5.3 Variations in Perimeter Strength and Stiffness (Code Type P1) <\/td>\n<\/tr>\n
162<\/td>\n5.5.4 \tRe-entrant Corners (Code Type Irregularitiy H5) <\/td>\n<\/tr>\n
166<\/td>\n5.6 Other Architectural\/Structural Issues
5.6.1 Overturning: Why Buildings Fall Down, Not Over <\/td>\n<\/tr>\n
168<\/td>\n5.6.2 Perforated Shear Walls <\/td>\n<\/tr>\n
169<\/td>\n5.6.3 Strong Beam, Weak Column
5.6.4 Setbacks and Planes of Weakness <\/td>\n<\/tr>\n
170<\/td>\n5.7 Irregular Configurations: A Twentieth Century Problem <\/td>\n<\/tr>\n
171<\/td>\n5.7.1 A New Vernacular: The International Style and its Seismic Implications <\/td>\n<\/tr>\n
174<\/td>\n5.8 Designing for Problem Avoidance
5.8.1 Use of Regular Configurations
5.8.2 Designs for Irregular Configurations <\/td>\n<\/tr>\n
175<\/td>\n5.9 Beyond the international Style: Towards a Seismic Architecture? <\/td>\n<\/tr>\n
176<\/td>\n5.9.1 The Architect\u2019s Search for Forms \u2013 Symbolic and Metaphorical <\/td>\n<\/tr>\n
178<\/td>\n5.9.2\tNew Architectural Prototypes Today <\/td>\n<\/tr>\n
183<\/td>\n5.9.3 Towards an Earthquake Architecture
5.9.4 Expressing the Lateral-Force Systems <\/td>\n<\/tr>\n
188<\/td>\n5.9.5\tThe Earthquake as a Metaphor <\/td>\n<\/tr>\n
190<\/td>\n5.10\tConclusion <\/td>\n<\/tr>\n
191<\/td>\n5.11 References
5.12 To Find Out More <\/td>\n<\/tr>\n
193<\/td>\nCHAPTER 6: THE REGULATION OF SEISMIC DESIGN
6.1 Introduction <\/td>\n<\/tr>\n
194<\/td>\n6.2 Earthquakes and Code Action
6.2.1 Early 20th Century <\/td>\n<\/tr>\n
195<\/td>\n6.2.2 The 1920s and the First Seismic Code <\/td>\n<\/tr>\n
196<\/td>\n6.2.3 Mid-Century Codes and the Introduction of Statewide Regulations <\/td>\n<\/tr>\n
200<\/td>\n6.2.4 Late 20th Century: the Move toward New Model Building Codes <\/td>\n<\/tr>\n
205<\/td>\n6.2.5 Current Status of Seismic Code Development
6.3 Code Intent
6.3.1 The Purpose of Earthquake Code Provisions <\/td>\n<\/tr>\n
206<\/td>\n6.3.2 Conflicts Between Intent, Expectations, and Performance <\/td>\n<\/tr>\n
208<\/td>\n6.4 Perfomance Based Seismic Design
6.4.1 Prescriptive Design, Performance Design, and the Code <\/td>\n<\/tr>\n
209<\/td>\n6.4.2 Definitions of Performance-Based Seismic Design <\/td>\n<\/tr>\n
210<\/td>\n6.4.3 Implementing Performance-Based Seismic Design <\/td>\n<\/tr>\n
212<\/td>\n6.5 Seismic Design Provisions
6.5.1 Code-Defined Parameters <\/td>\n<\/tr>\n
214<\/td>\n6.5.2 Performance Levels <\/td>\n<\/tr>\n
215<\/td>\n6.5.3 Performance-Based Seismic Engineering <\/td>\n<\/tr>\n
216<\/td>\n6.5.4 Engineering Analysis Methods <\/td>\n<\/tr>\n
220<\/td>\n6.6 Nonstructural Codes <\/td>\n<\/tr>\n
223<\/td>\n6.7 Conclusion <\/td>\n<\/tr>\n
224<\/td>\n6.8 References <\/td>\n<\/tr>\n
227<\/td>\nCHAPTER 7: SEISMIC DESIGN \u2014 PAST, PRESENT, AND FUTURE
7.1 Introduction
7.2 A Brief Summary of 100 Years of Structural Seismic Design <\/td>\n<\/tr>\n
228<\/td>\n7.3 Historic and Current Structural-Seismic Systems
7.3.1 Early Structural Systems-Pre-1906 San Francisco Earthquake <\/td>\n<\/tr>\n
229<\/td>\n7.3.2 The Early Years (1906 \u2013 1940)
7.3.3 The Middle Years (1945 \u2013 1960) <\/td>\n<\/tr>\n
230<\/td>\n7.3.4 The Mature Years (1960 \u2013 1985)
7.3.5 The Creative Years (1985 \u2013 2000) <\/td>\n<\/tr>\n
232<\/td>\n7.4 Background and Progression of Structural-Seismic Concepts
7.4.1 Development of Seismic Resisting Systems <\/td>\n<\/tr>\n
233<\/td>\n7.4.2 Pictorial History of Seismic Systems <\/td>\n<\/tr>\n
256<\/td>\n7.5 Commentary on Structural Frameworks
7.5.1 Steel Building Frameworks <\/td>\n<\/tr>\n
258<\/td>\n7.5.2 Concrete Building Frameworks <\/td>\n<\/tr>\n
260<\/td>\n7.6 System Characteristics <\/td>\n<\/tr>\n
261<\/td>\n 7.6.1 Elastic Design\u2014Linear Systems
7.6.2 Post-Elastic Design\u2014Nonlinear Drift
7.6.3 Cyclic Behavior <\/td>\n<\/tr>\n
262<\/td>\n7.6.4 Performance-Based Seismic Design
7.6.5 Nonlinear Performance Comparisons <\/td>\n<\/tr>\n
264<\/td>\n7.6.6 Energy Dissipation <\/td>\n<\/tr>\n
265<\/td>\n7.7 The Search For the Perfect Seismic System
7.7.1 Structural Mechanisms <\/td>\n<\/tr>\n
266<\/td>\n7.7.2 Semi-Active and Active Dampers <\/td>\n<\/tr>\n
267<\/td>\n7.7.3 Cost-Effective Systems <\/td>\n<\/tr>\n
270<\/td>\n7.7.4 Avoiding the Same Mistakes <\/td>\n<\/tr>\n
271<\/td>\n7.7.5 Configurations Are Critical <\/td>\n<\/tr>\n
272<\/td>\n7.7.6 Common-Sense Structural Design-Lessons Learned <\/td>\n<\/tr>\n
273<\/td>\nSelect the Appropriate Scale
Reduce Dynamic Resonance <\/td>\n<\/tr>\n
275<\/td>\nEnergy Dissipation <\/td>\n<\/tr>\n
277<\/td>\n7.8 Conclusions
7.9 References <\/td>\n<\/tr>\n
279<\/td>\nCHAPTER 8: EXISTING BUILDINGS \u2014 EVALUATION AND RETROFIT
8.1 Introduction
8.1.1 Contents of Chapter
8.1.2 Reference to Other Relevant Chapters <\/td>\n<\/tr>\n
280<\/td>\n8.2 Background <\/td>\n<\/tr>\n
281<\/td>\n8.2.1 Changes in Building Practice and Seismic Design Requirements Resulting in Buildings that are Currently Considered Seismically Inadequate <\/td>\n<\/tr>\n
282<\/td>\nChanges In Expected Shaking Intensity and Changes in Zoning
Changes in Required Strength or Ductility <\/td>\n<\/tr>\n
283<\/td>\nRecognition of the Importance of Nonlinear Response <\/td>\n<\/tr>\n
287<\/td>\n8.2.3 Code Requirements Covering Existing Buildings
Passive Code Provisions <\/td>\n<\/tr>\n
294<\/td>\n8.3.1\tFEMA-Sponsored Activity for Existing Buildings
Rapid Visual Screening <\/td>\n<\/tr>\n
295<\/td>\nEvaluation of Existing Buildings
Techniques Used in Seismic Retrofit <\/td>\n<\/tr>\n
296<\/td>\nFinancial Incentives
Development of Benefit-Cost Model <\/td>\n<\/tr>\n
297<\/td>\nTypical Costs of Seismic Rehabilitation
Technical Guidelines for Seismic Rehabilitation <\/td>\n<\/tr>\n
298<\/td>\nlDevelopment of a Standardized Regional Loss Estimation Methodology\u2014HAZUS <\/td>\n<\/tr>\n
299<\/td>\nIncremental Rehabilitation
8.3.2\tThe FEMA Model Building Types <\/td>\n<\/tr>\n
300<\/td>\n8.4 Seismic Evaluation of Existing Buildings <\/td>\n<\/tr>\n
310<\/td>\nIdentification of clearly vulnerable or dangerous buildings to help establish policies of mitigation <\/td>\n<\/tr>\n
311<\/td>\nEarthquake Loss Estimation
Formal Economic Loss Evaluations (e.g. Probable Maximum Loss or PML) <\/td>\n<\/tr>\n
312<\/td>\nRapid Evaluation
8.4.2 Evaluation of Individual Buildings <\/td>\n<\/tr>\n
313<\/td>\nInitial Evaluation (ASCE 31 Tier 1) <\/td>\n<\/tr>\n
315<\/td>\nIntermediate Evaluation (ASCE 31 Tier 2) <\/td>\n<\/tr>\n
316<\/td>\n8.4.3 Other Evaluation Issues
Data Required for Seismic Evaluation <\/td>\n<\/tr>\n
317<\/td>\nPerformance Objectives and Acceptability <\/td>\n<\/tr>\n
319<\/td>\nReliability of Seismic Evaluations <\/td>\n<\/tr>\n
323<\/td>\n8.5 Seismic Rehabilitation of Existing Buildings
8.5.1 Categories of Rehabilitation Activity <\/td>\n<\/tr>\n
324<\/td>\nModification of Global Behavior <\/td>\n<\/tr>\n
325<\/td>\nModification of Local Behavior <\/td>\n<\/tr>\n
326<\/td>\nConnectivity
8.5.2 Conceptual Design of a Retrofit Scheme for an Individual Building <\/td>\n<\/tr>\n
332<\/td>\n8.5.3 Other Rehabilitation Issues
Inadequate recognition of disruption to occupants <\/td>\n<\/tr>\n
333<\/td>\nCollateral required work
8.5.4\tExamples <\/td>\n<\/tr>\n
339<\/td>\n8.6 Special Issues With Historic Buildings
8.6.1\tSpecial Seismic Considerations
8.6.2\tCommon Issues of Tradeoffs <\/td>\n<\/tr>\n
340<\/td>\n8.6.3 Examples of Historical Buildings <\/td>\n<\/tr>\n
346<\/td>\n8.7\tConclusion
8.8.1 References from Text <\/td>\n<\/tr>\n
352<\/td>\n8.8.2 To Learn More <\/td>\n<\/tr>\n
353<\/td>\nCHAPTER 9: NONSTRUCTURAL DESIGN PHILOSOPHY
9.1 Introduction <\/td>\n<\/tr>\n
354<\/td>\n9.2 What is Meant By the Term \u201cNonstructural\u201d\u009d <\/td>\n<\/tr>\n
356<\/td>\n9.2.1 Architectural Components <\/td>\n<\/tr>\n
357<\/td>\n9.2.2 Mechanical and Electrical Components
9.2.3 Consequences of Inadequate Nonstructural Design <\/td>\n<\/tr>\n
358<\/td>\n9.3 Nonstructural Seismic Design and \u201cNormal\u201d\u009d Seismic Design
9.4 Effects of Improper Nonstructural Design <\/td>\n<\/tr>\n
360<\/td>\n9.5 Damage to Nonstructural Systems and Components <\/td>\n<\/tr>\n
368<\/td>\n9.6 Design Details for Nnstructural Damage Reduction
9.6.1\tPrecast Concrete Cladding Panels <\/td>\n<\/tr>\n
369<\/td>\n9.6.2\tSuspended Ceilings
9.6.3\tLighting Fixtures
9.6.4\tHeavy (Masonry) Full-Height Non load Bearing Walls <\/td>\n<\/tr>\n
370<\/td>\n9.6.5\tPartial\u2013Height Masonry Walls
9.6.6\tPartial-Height Metal Stud Walls
9.6.7\tParapet Bracing <\/td>\n<\/tr>\n
371<\/td>\n9.6.8\tSheet Metal Ductwork
9.6.9\tPiping <\/td>\n<\/tr>\n
372<\/td>\n9.6.10\tVibration-Isolated Equipment
9.6.11\tEmergency Power Equipment
9.6.12\tTall Shelving
9.6.13\tGas Water Heaters <\/td>\n<\/tr>\n
373<\/td>\n9.7 The Need For Systems Design <\/td>\n<\/tr>\n
377<\/td>\n9.9 Nonstructural Codes
9.10 Methods of Seismic Qualification
9.10.1 Design Team Judgment <\/td>\n<\/tr>\n
378<\/td>\n9.10.2 Prior Qualification
9.10.3 Mathematical Analysis and Other Qualification Methods <\/td>\n<\/tr>\n
379<\/td>\n9.11 Some Myths Regarding Nonstructural Design
\u201cMy Engineers take care of all my seismic design\u201d\u009d
\u201cMy building is base isolated \u2026 I don\u2019t need to worry about the nonstructural components\u201d\u009d
\u201cWindow films protect windows from breakage in an earthquake\u201d\u009d <\/td>\n<\/tr>\n
380<\/td>\n\u201cMy building in San Bernardino survived the 1994 Northridge earthquake \u2026 it is earthquake proof\u201d\u009d <\/td>\n<\/tr>\n
381<\/td>\n\u201cVertical motions in earthquakes do not need to be considered for nonstructural design\u201d\u009d
9.12 What Can the Architect Do to Decrease Nonstructural Damage <\/td>\n<\/tr>\n
382<\/td>\n9.13 The Complexity of Retrofitting Existing Buildings
9.14 Conclusions <\/td>\n<\/tr>\n
383<\/td>\n9.15 References <\/td>\n<\/tr>\n
385<\/td>\nCHAPTER 10: DESIGN FOR EXTREME HAZARDS
10.1 Introduction <\/td>\n<\/tr>\n
386<\/td>\n10.2 Multihazard Design System Interactions <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA 454 – Designing for Earthquakes: A Manual for Architects<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2006<\/td>\n394<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":26416,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-26415","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\/26415","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\/26416"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=26415"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=26415"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=26415"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}