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Seismic Evaluation and Design of Petrochemical and Other Industrial Facilities. by Facilities, Task Committee on Seismic Evaluation and Design of Petrochemical

Table of Contents: “…4.3.2 Equivalent Lateral Force Procedure -- 4.3.3 Dynamic Analysis -- 4.4 Equivalent Lateral Force Procedure -- 4.4.1 General -- 4.4.2 Determination of Base Shear and Seismic Load E -- 4.4.3 Combination Structures -- 4.4.4 Vertical Distribution of Forces -- 4.4.5 Horizontal Distribution of Forces -- 4.4.6 Torsional Effects -- 4.4.7 Overturning Potential -- 4.4.8 Sliding Potential -- 4.4.9 Directions of Earthquake Forces -- 4.4.10 Vertical Motions -- 4.4.11 Nonstructural Components -- 4.5 Dynamic Analysis Methods -- 4.5.1 General -- 4.5.2 Ground Motion -- 4.5.3 Mathematical Model -- 4.5.4 Response Spectrum Analysis -- 4.5.5 Time History Analysis -- 4.5.6 Scaling of Results -- 4.5.7 Soil-Structure Interaction -- 4.6 Considerations for Existing Facilities -- 4.6.1 General -- 4.6.2 Methods for Evaluation -- 4.6.3 Overturning Potential -- 4.6.4 Sliding Potential -- References -- Appendix 4.A Typical Period (T) Computations for Nonbuilding Structures -- Appendix 4.B Guidelines for Determining Base Shear for Combination Structures -- Appendix 4.C Determination of Base Shear for Selected Structures -- Appendix 4.D Stability Check Using Energy Balance Approach (Existing Facilities Only) -- Appendix 4.E Methodology for Determination of Sliding Displacements (Existing Facilities Only) -- Appendix 4.F Guidance for California Accidental Release Prevention (CalARP) Program Seismic Assessment -- Appendix 4.G Examples of Configurations of Petrochemical Structures Where Dynamic Analysis Is Recommended -- Chapter 5: Primary Structural Design -- 5.1 Introduction -- 5.2 Design Criteria -- 5.2.1 Introduction -- 5.2.2 Loads and Earthquake Load Combinations -- 5.2.3 Material Selection -- 5.2.4 Acceptance Criteria -- 5.3 Design Considerations -- 5.3.1 Introduction -- 5.3.2 Buildings -- 5.3.3 Nonbuilding Structures.…”
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