ASCE 9780784411407 2011
$65.54
Guidelines for Seismic Evaluation and Design of Petrochemical Facilities
Published By | Publication Date | Number of Pages |
ASCE | 2011 | 374 |
This report offers practical recommendations regarding the design and safety of new and existing petrochemical facilities during and following an earthquake.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Cover |
8 | Table of Contents |
12 | Chapter 1: Introduction 1.1 Objective |
14 | 1.2 Related Industry Codes, Standards and Specifications |
16 | 1.3 Organization of the Document |
18 | Chapter 2: Design and Evaluation Philosophy 2.1 Introduction 2.2 Considerations for New Design |
19 | 2.3 Considerations for the Evaluation of Existing Facilities |
20 | 2.4 Cautions Regarding Design & Evaluation |
21 | 2.5 Performance Objectives and Occupancy Categories |
24 | 2.6 Design Approaches for New Facilities |
25 | 2.7 Evaluation of Existing Structure / Replacement in Kind |
26 | 2.8 Considerations for Regulatory Requirements |
28 | 2.9 Considerations for Temporary Facilities 2.10 Structural Observation and Inspection |
29 | 2.11 Quality Assurance 2.12 Peer Review |
30 | Chapter 3: Seismic Hazards 3.1 Introduction 3.2 Earthquake Basics |
32 | 3.3 Ground Shaking |
35 | 3.4 Design Ground Motions |
45 | 3.5 Ground Failure |
48 | 3.6 Tsunami and Seiche |
50 | Appendix 3.A: Ground Shaking |
62 | Appendix 3.B: Earthquake Related Coastal Inundation |
71 | Chapter 4: Seismic Analysis 4.1 Introduction |
72 | 4.2 Structural Systems in a Petrochemical Facility |
75 | 4.3 Selection of Analysis Procedures |
76 | 4.4 Equivalent Lateral Force Procedure |
90 | 4.5 Dynamic Analysis Methods |
95 | 4.6 Considerations for Existing Facilities |
100 | Appendix 4.A: Typical Period (T) Computations for Nonbuilding Structures |
114 | Appendix 4.B: Guidelines for Determination of Base Shear for Combination Structures |
122 | Appendix 4.C: Determination of Base Shear for Selected Structures |
134 | Appendix 4.D: Stability Check Using Energy Balance Approach |
150 | Appendix 4.E: Methodology for Determination of Sliding Displacements |
154 | Appendix 4.F: Guidance for California Accidental Release Prevention (CalARP) Program Seismic Assessments |
156 | Title Page |
157 | Guidance Committee Members |
158 | Table of Contents |
159 | 1.0 Introduction |
163 | 2.0 Determination of Seismic Hazards |
168 | 3.0 Walkdown Considerations |
169 | 4.0 Evaluation of Ground Supported Building and Non-Building Structures |
172 | 5.0 Evaluation of Equipment and Non-Structural Components |
173 | 6.0 Evaluation of Ground Supported Tanks |
178 | 7.0 Evaluation of Piping Systems |
183 | 8.0 Strengthening Criteria |
185 | 9.0 Recommended Report Contents |
187 | 10.0 References |
190 | Table 1 Ductility-Based Reduction Factors (Q) for Existing Structures and Systems |
196 | Figure 1 Former Standard Ductile Moment Connection Detail |
197 | Attachment A: Recommended Geotechnical Report Contents |
199 | Attachment B: Walkdown Forms for Equipment and Piping |
202 | Appendix 4.G: Examples of Configurations of Petrochemical Structures where Dynamic Analysis Is Recommended |
214 | Chapter 5: Primary Structural Design 5.1 Introduction 5.2 Design Criteria |
224 | 5.3 Design Considerations |
243 | 5.4 Structural Details |
256 | 5.5 Physical Interaction of Structures and Components |
258 | 5.6 Geotechnical Considerations |
261 | Chapter 6: Walkdown Evaluations of Existing Facilities 6.1 Introduction 6.2 Basis for Performing Walkdowns |
262 | 6.3 General Methodology |
266 | 6.4 System Considerations |
268 | 6.5 Evaluation of Components |
295 | 6.6 Limitations |
297 | Chapter 7: Design and Evaluation of Tanks at Grade 7.1 Introduction |
298 | 7.2 Past Earthquake Performance of Flat-Bottomed Tanks |
301 | 7.3 Walkthrough Inspection |
311 | 7.4 Analytical Evaluation |
319 | 7.5 Mitigation of Seismic Effects |
320 | 7.6 Considerations for Future Investigation 7.7 Design of New Tanks |
323 | Chapter 8: Earthquake Contingency Planning 8.1 Introduction 8.2 Purpose 8.3 Scope of Response Plan |
324 | 8.4 Pre-Earthquake Preparation |
325 | 8.5 Incident Recognition 8.6 Command & Control / Mobilization System |
326 | 8.7 Roles and Responsibilities of Team Personnel 8.8 Inspection Methodology 8.9 Assembling of Inspection Data / Reporting Results |
328 | Chapter 9: Post-Earthquake Damage Assessment 9.1 Introduction |
330 | 9.2 Pre-Investigation Activities |
331 | 9.3 Performing Field Inspections |
332 | 9.4 Evaluation of Load-Carrying Systems |
333 | 9.5 Identification of Damaged Structures 9.6 Documentation |
334 | 9.7 Inspection Team |
335 | 9.8 Recommended Equipment |
336 | Chapter 10: Retrofit Design 10.1 Introduction 10.2 Upgrade Situations |
337 | 10.3 Criteria for Voluntary Seismic Upgrading 10.4 Seismic Retrofit Considerations for Plant Structures and Buildings |
341 | Chapter 11: New and Existing Marine Oil Terminals 11.1 Introduction 11.2 MOT Descriptions 11.3 Historical Performance |
342 | 11.4 State of Practice |
343 | 11.5 Overall Approach |
344 | 11.6 Existing Marine Oil Terminals |
346 | Chapter 12: International Codes 12.1 Introduction 12.2 Code Conformance |
347 | 12.3 Multiple Code Conformance 12.4 Cautions when Performing Code Comparisons |
350 | 12.5 Vendor Issues 12.6 Language Issues |
351 | Nomenclature |
355 | Glossary A C D E F H I |
356 | M N O P R |
357 | S T |
358 | W |
359 | References |
370 | Index A B C |
371 | D E |
372 | F G H M N O P R S |
374 | T V W |