| | NATURAL PHENOMENA HAZARDS DESIGN AND EVALUATION |
| | 1,82 | | MB | CRITERIA FOR DEPARTMENT OF ENERGY FACILITIES |
| | 181 | | stron |
| | 6347 | | ID | U.S. Department of Energy |
| | 2005 | | rok |
| | Table of Contents |
| | Foreword iii |
| | Table of Contents . vi |
| | 1.0 Introduction . 1-1 |
| | 1.1 Overview of DOE Natural Phenomena Hazards Order, Standards, and Guidance . 1-1 |
| | 1.2 Overview of the NPH Design and Evaluation Criteria 1-5 |
| | 1.3 Evaluation of Existing Facilities . 1-6 |
| | 1.4 Quality Assurance and Peer Review 1-7 |
| | 1.5 References . 1-8 |
| | 2.0 Earthquake Design and Evaluation Criteria 2-1 |
| | 2.1 Introduction 2-1 |
| | 2.2 General Approach for Seismic Design and Evaluation 2-1 |
| | 2.3 Seismic Design and Evaluation of Structures, Systems, and Components. 2-6 |
| | 2.3.1 Performance Category 1 and 2 Structures, Systems, and Components. 2-9 |
| | 2.3.2 Performance Category 3 and 4 Structures, Systems, and Components 2-11 |
| | 2.3.3 Damping Values for Performance Category 3 and 4 Structures, Systems, and Components |
| | 2-14 |
| | 2.4 Additional Requirements 2-18 |
| | 2.4.1 Equipment and Distribution Systems . 2-18 |
| | 2.4.2 Evaluation of Existing Facilities 2-21 |
| | 2.4.3 Basic Intention of Dynamic Analysis Based Deterministic Seismic Evaluation and Acceptance |
| | Criteria 2-24 |
| | 2.5 Summary of Seismic Provisions . 2-25 |
| | 2.6 References. 2-27 |
| | 3.0 Wind Design and Evaluation Criteria 3-1 |
| | 3.1 Introduction . 3-1 |
| | 3.2 Wind Design Criteria . 3-2 |
| | 3.2.1 Performance Category 1 . 3-5 |
| | 3.2.2 Performance Category 2 . 3-6 |
| | 3.2.3 Performance Category 3 . 3-6 |
| | 3.2.4 Performance Category 4 . 3-11 |
| | 3.2.5 Design Guidelines . 3-13 |
| | 3.3 Evaluation of Existing SSCs . 3-13 |
| | 3.3.1 Data Collection 3-14 |
| | 3.3.2 Analysis of Element Failures . 3-14 |
| | 3.3.3 Postulation of Failure Sequence 3-14 |
| | 3.3.4 Comparison of Postulated Failures with Performance Goals 3-15 |
| | 3.4 References . 3-16 |
| | 4.0 Flood Design and Evaluation Criteria 4-1 |
| | 4.1 Flood Design Overview . 4-1 |
| | 4.1.1 Design Basis Flood (DBFL) . 4-2 |
| | 4.1.2 Flood Evaluation Process . 4-4 |
| | 4.1.3 Flood Design Strategies 4-7 |
| | 4.2 Flood Design Criteria 4-9 |
| | 4.2.1 Performance Category 1 . 4-9 |
| | 4.2.2 Performance Category 2 . 4-10 |
| | 4.2.3 Performance Category 3 4-10 |
| | 4.2.4 Performance Category 4 . 4-11 |
| | 4.3 Flood Design Practice for SSCs Below the DBFL Elevation . 4-11 |
| | 4.3.1 Flood Loads 4-11 |
| | 4.3.2 Design Requirements 4-12 |
| | 4.3.2.1 Performance Categories 1 and 2 4-12 |
| | 4.3.2.2 Performance Categories 3 and 4 4-12 |
| | 4.3.3 Site Drainage and Roof Design . 4-12 |
| | 4.3.4 Flood Protection and Emergency Operations Plans . 4-13 |
| | 4.4 Considerations for Existing Construction 4-14 |
| | 4.5 Probabilistic Flood Risk Assessment 4-15 |
| | 4.6 References . 4-15 |
| | Appendix A Terminology and Definitions . A-1 |
| | Appendix B Commentary on General NPH Design and Evaluation Criteria . B-1 |
| | B.1 NPH Design and Evaluation Philosophy B-1 |
| | B.2 Graded Approach, Performance Goals, and Performance Categories . B-3 |
| | B.3 Evaluation of Existing Facilities . B-7 |
| | B.4 References . B-10 |
| | Appendix C Commentary on Earthquake Design and Evaluation Criteria . C-1 |
| | C.1 Introduction . C-1 |
| | C.2 Basic Approach for Earthquake Design and Evaluation and Meeting Target Performance Goals |
| | C-4 |
| | C.2.1 Overall Approach for DOE Seismic Criteria C-4 |
| | C.2.2 Influence of Seismic Scale Factor C-8 |
| | C.3 Seismic Design/Evaluation Input C-11 |
| | C.3.1 Earthquake Hazard Annual Exceedance Probabilities C-14 |
| | C.3.2 Earthquake Ground Motion Response Spectra . C-15 |
| | C.3.2.1 DBE Response Spectra at High Frequencies . C-16 |
| | C.3.3 Effective Peak Ground Motion C-18 |
| | C.4 Evaluation of Seismic Demand (Response) C-18 |
| | C.4.1 Dynamic Seismic Analysis C-21 |
| | C.4.2 Static Force Method of Seismic Analysis C-23 |
| | C.4.3 Soil-Structure Interaction C-23 |
| | C.4.4 Analytical Treatment of Energy Dissipation and Absorption . C-28 |
| | C.4.4.1 Damping C-28 |
| | C.4.4.2 Inelastic Behavior C-29 |
| | C.4.4.3 Guidance on Estimating the Inelastic Energy Absorption Factor Fμ C-34 |
| | C.5 Capacities . C-40 |
| | C.5.1 Capacity Approach C-40 |
| | C.5.2 Seismic Design and Detailing . C-41 |
| | C.6 Special Considerations for Systems and Components C-45 |
| | C.6.1 General . C-45 |
| | C.6.2 Seismic Interaction C-48 |
| | C.7 Special Considerations for Existing Facilities C-49 |
| | C.8 Quality Assurance and Peer Review C-51 |
| | C.9 Alternate Seismic Mitigation Measures . C-53 |
| | C.10 References C-55 |
| | Appendix D Commentary on Wind Design and Evaluation Criteria D-1 |
| | D.1 Wind Design Criteria . D-1 |
| | D.2 Tornado Hazard Assessment . D-2 |
| | D.3 Load Combinations D-3 |
| | D.4 Windborne Missiles D-6 |
| | D.5 References . D-8 |
| | Appendix E Effects of Natural Phenomena Hazards . E-1 |
| | E.1 Effects of Earthquakes E-1 |
| | E.2 Effects of Wind . E-4 |
| | E.2.1 Wind Pressures . E-5 |
| | E.2.2 Additional Adverse Effects of Tornadoes E-7 |
| | E.2.3 Effects on Structures, Systems, and Components E-7 |
| | E.3 Effects of Flooding E-8 |
| | E.3.1 Causes and Sources of Flooding and Flood Hazards E-8 |
| | E.3.2 Flooding Damage E-10 |
| | E.4 References E-12 |