{"id":78617,"date":"2024-10-17T18:23:53","date_gmt":"2024-10-17T18:23:53","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411407-2011\/"},"modified":"2024-10-24T19:37:33","modified_gmt":"2024-10-24T19:37:33","slug":"asce-9780784411407-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411407-2011\/","title":{"rendered":"ASCE 9780784411407 2011"},"content":{"rendered":"
This report offers practical recommendations regarding the design and safety of new and existing petrochemical facilities during and following an earthquake.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Chapter 1: Introduction 1.1 Objective <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 1.2 Related Industry Codes, Standards and Specifications <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 1.3 Organization of the Document <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Chapter 2: Design and Evaluation Philosophy 2.1 Introduction 2.2 Considerations for New Design <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 2.3 Considerations for the Evaluation of Existing Facilities <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 2.4 Cautions Regarding Design & Evaluation <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 2.5 Performance Objectives and Occupancy Categories <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 2.6 Design Approaches for New Facilities <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 2.7 Evaluation of Existing Structure \/ Replacement in Kind <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 2.8 Considerations for Regulatory Requirements <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 2.9 Considerations for Temporary Facilities 2.10 Structural Observation and Inspection <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 2.11 Quality Assurance 2.12 Peer Review <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Chapter 3: Seismic Hazards 3.1 Introduction 3.2 Earthquake Basics <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 3.3 Ground Shaking <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 3.4 Design Ground Motions <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 3.5 Ground Failure <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 3.6 Tsunami and Seiche <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Appendix 3.A: Ground Shaking <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Appendix 3.B: Earthquake Related Coastal Inundation <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Chapter 4: Seismic Analysis 4.1 Introduction <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 4.2 Structural Systems in a Petrochemical Facility <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 4.3 Selection of Analysis Procedures <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | 4.4 Equivalent Lateral Force Procedure <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 4.5 Dynamic Analysis Methods <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 4.6 Considerations for Existing Facilities <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | Appendix 4.A: Typical Period (T) Computations for Nonbuilding Structures <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Appendix 4.B: Guidelines for Determination of Base Shear for Combination Structures <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Appendix 4.C: Determination of Base Shear for Selected Structures <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | Appendix 4.D: Stability Check Using Energy Balance Approach <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | Appendix 4.E: Methodology for Determination of Sliding Displacements <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Appendix 4.F: Guidance for California Accidental Release Prevention (CalARP) Program Seismic Assessments <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Title Page <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | Guidance Committee Members <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | 1.0 Introduction <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | 2.0 Determination of Seismic Hazards <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | 3.0 Walkdown Considerations <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | 4.0 Evaluation of Ground Supported Building and Non-Building Structures <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | 5.0 Evaluation of Equipment and Non-Structural Components <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | 6.0 Evaluation of Ground Supported Tanks <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | 7.0 Evaluation of Piping Systems <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | 8.0 Strengthening Criteria <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | 9.0 Recommended Report Contents <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | 10.0 References <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | Table 1 Ductility-Based Reduction Factors (Q) for Existing Structures and Systems <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Figure 1 Former Standard Ductile Moment Connection Detail <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | Attachment A: Recommended Geotechnical Report Contents <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | Attachment B: Walkdown Forms for Equipment and Piping <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | Appendix 4.G: Examples of Configurations of Petrochemical Structures where Dynamic Analysis Is Recommended <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | Chapter 5: Primary Structural Design 5.1 Introduction 5.2 Design Criteria <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | 5.3 Design Considerations <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | 5.4 Structural Details <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | 5.5 Physical Interaction of Structures and Components <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | 5.6 Geotechnical Considerations <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | Chapter 6: Walkdown Evaluations of Existing Facilities 6.1 Introduction 6.2 Basis for Performing Walkdowns <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | 6.3 General Methodology <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | 6.4 System Considerations <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | 6.5 Evaluation of Components <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | 6.6 Limitations <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | Chapter 7: Design and Evaluation of Tanks at Grade 7.1 Introduction <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | 7.2 Past Earthquake Performance of Flat-Bottomed Tanks <\/td>\n<\/tr>\n | ||||||
301<\/td>\n | 7.3 Walkthrough Inspection <\/td>\n<\/tr>\n | ||||||
311<\/td>\n | 7.4 Analytical Evaluation <\/td>\n<\/tr>\n | ||||||
319<\/td>\n | 7.5 Mitigation of Seismic Effects <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | 7.6 Considerations for Future Investigation 7.7 Design of New Tanks <\/td>\n<\/tr>\n | ||||||
323<\/td>\n | Chapter 8: Earthquake Contingency Planning 8.1 Introduction 8.2 Purpose 8.3 Scope of Response Plan <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | 8.4 Pre-Earthquake Preparation <\/td>\n<\/tr>\n | ||||||
325<\/td>\n | 8.5 Incident Recognition 8.6 Command & Control \/ Mobilization System <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | 8.7 Roles and Responsibilities of Team Personnel 8.8 Inspection Methodology 8.9 Assembling of Inspection Data \/ Reporting Results <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | Chapter 9: Post-Earthquake Damage Assessment 9.1 Introduction <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | 9.2 Pre-Investigation Activities <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | 9.3 Performing Field Inspections <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | 9.4 Evaluation of Load-Carrying Systems <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | 9.5 Identification of Damaged Structures 9.6 Documentation <\/td>\n<\/tr>\n | ||||||
334<\/td>\n | 9.7 Inspection Team <\/td>\n<\/tr>\n | ||||||
335<\/td>\n | 9.8 Recommended Equipment <\/td>\n<\/tr>\n | ||||||
336<\/td>\n | Chapter 10: Retrofit Design 10.1 Introduction 10.2 Upgrade Situations <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | 10.3 Criteria for Voluntary Seismic Upgrading 10.4 Seismic Retrofit Considerations for Plant Structures and Buildings <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | Chapter 11: New and Existing Marine Oil Terminals 11.1 Introduction 11.2 MOT Descriptions 11.3 Historical Performance <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | 11.4 State of Practice <\/td>\n<\/tr>\n | ||||||
343<\/td>\n | 11.5 Overall Approach <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | 11.6 Existing Marine Oil Terminals <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | Chapter 12: International Codes 12.1 Introduction 12.2 Code Conformance <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | 12.3 Multiple Code Conformance 12.4 Cautions when Performing Code Comparisons <\/td>\n<\/tr>\n | ||||||
350<\/td>\n | 12.5 Vendor Issues 12.6 Language Issues <\/td>\n<\/tr>\n | ||||||
351<\/td>\n | Nomenclature <\/td>\n<\/tr>\n | ||||||
355<\/td>\n | Glossary A C D E F H I <\/td>\n<\/tr>\n | ||||||
356<\/td>\n | M N O P R <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | S T <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | W <\/td>\n<\/tr>\n | ||||||
359<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
370<\/td>\n | Index A B C <\/td>\n<\/tr>\n | ||||||
371<\/td>\n | D E <\/td>\n<\/tr>\n | ||||||
372<\/td>\n | F G H M N O P R S <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | T V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Guidelines for Seismic Evaluation and Design of Petrochemical Facilities<\/b><\/p>\n |