ASCE GuidetoTsunami ASCE 7 2020
$70.42
Guide to the Tsunami Design Provisions of ASCE 7-16
| Published By | Publication Date | Number of Pages |
| ASCE | 2020 | 342 |
The devastating tsunamis that struck Chile and Japan in 2010 and 2011 underscored the critical need for new structural design criteria to improve building resilience and safeguard human life. They also provided a wealth of information that could form the basis for estimating tsunami loads and effects and guiding the development of a design methodology. A team of researchers and practitioners took up the challenge, which resulted in the inclusion of provisions for tsunami loads in Standard ASCE/SEI 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures.
For many US structural and geotechnical engineers, ASCE 7-16
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 2 | Blank Page |
| 3 | Tsunami Loads and Effects |
| 11 | Foreword |
| 15 | Preface |
| 17 | Overview of Contents |
| 19 | Unit Conversions |
| 21 | 1. Introduction 1.1 Past Tsunamis |
| 32 | 1.2 Tsunami Generation Mechanisms |
| 34 | 1.3 Warning and Evacuation |
| 37 | 1.4 Development of ASCE 7-16, Chapter 6 |
| 41 | 2. Prototype Buildings |
| 43 | 2.1 Reinforced Concrete Moment-Resisting Frame Office Building |
| 44 | 2.2 Reinforced Concrete Shear Wall Residential Building |
| 45 | 2.3 Seismic and Wind Design |
| 47 | 3. General Requirements |
| 50 | 3.1 Scope |
| 52 | 3.2 Probabilistic Tsunami Hazard Analysis 3.3 Tsunami Design Zone Maps |
| 54 | 3.4 Definitions, Symbols, and Notation |
| 57 | 4. Tsunami Risk Categories |
| 59 | 5. Tsunami Flow Characteristics 5.1 TRC II and III Buildings and Other Structures |
| 61 | 5.2 TRC IV Buildings and Other Structures |
| 62 | 5.3 Sea Level Change |
| 63 | 6. Inundation Depths and Flow Velocities Based on Runup |
| 64 | 6.1 Maximum Inundation Depth and Flow Velocities |
| 66 | 6.2 Energy Grade Line Analysis |
| 78 | 6.3 Terrain Roughness |
| 81 | 6.4 Tsunami Bores |
| 82 | 6.5 Amplified Flow Velocities |
| 83 | 7. Site-Specific Tsunami Inundation |
| 85 | 7.1 Tsunami Waveform |
| 87 | 7.2 Tsunamigenic Sources 7.3 Earthquake Rupture Unit Source Tsunami Functions |
| 88 | 7.4 Treatment of Modeling and Natural Uncertainties 7.5 Offshore Tsunami Amplitude 7.6 Procedures for Determining Tsunami Inundation and Runup |
| 91 | 8. Structural Design Procedures for Tsunami Effects |
| 92 | 8.1 Performance of Tsunami Risk Category II and III Buildings and Other Structures |
| 93 | 8.2 Performance of Tsunami Risk Category III Critical Buildings and TRC IV Buildings and Other Structures 8.3 Structural Performance Evaluation |
| 101 | 8.4 Minimum Fluid Density for Tsunami Loads |
| 102 | 8.5 Flow Velocity Amplification |
| 105 | 8.6 Directionality of Flow |
| 106 | 8.7 Minimum Closure Ratio for Load Determination |
| 110 | 8.8 Minimum Number of Tsunami Flow Cycles 8.9 Seismic Effects on the Foundations Preceding Local Subduction Zone Maximum Considered Tsunami |
| 111 | 8.10 Physical Modeling of Tsunami Flow, Loads, and Effects |
| 113 | 9. Hydrostatic Loads 9.1 Buoyancy |
| 125 | 9.2 Unbalanced Lateral Hydrostatic Force |
| 128 | 9.3 Residual Water Surcharge Load on Floors and Perimeter Walls |
| 130 | 9.4 Hydrostatic Surcharge Pressure on Foundations |
| 131 | 10. Hydrodynamic Loads |
| 132 | 10.1 Simplified Equivalent Uniform Lateral Static Force |
| 133 | 10.2 Detailed Hydrodynamic Lateral Forces |
| 153 | 10.3 Hydrodynamic Pressures Associated with Slabs |
| 177 | 11. Debris Impact Loads |
| 180 | 11.1 Alternative Simplified Debris Impact Static Load |
| 181 | 11.2 Wood Poles and Logs |
| 184 | 11.3 Debris Impacts by Floating Vehicles |
| 187 | 11.4 Debris Impacts of Submerged Tumbling Boulder and Concrete Debris 11.5 Site Hazard Assessment for Shipping Containers, Ships, and Barges |
| 191 | 11.6 Shipping Containers |
| 193 | 11.7 Extraordinary Debris Impacts |
| 194 | 11.8 Alternative Methods of Response Analysis |
| 195 | 11.9 Detailed Debris Impact Calculation for Monterey, California, Office Building |
| 197 | 12. Foundation Design |
| 199 | 12.1 Resistance Factors for Foundation Stability Analyses |
| 200 | 12.2 Load and Effect Characterization |
| 219 | 12.3 Alternative Foundation Performance-Based Design Criteria 12.4 Foundation Countermeasures |
| 223 | 13. Structural Countermeasures 13.1 Open Structures |
| 224 | 13.2 Tsunami Barriers |
| 227 | 14. Tsunami Vertical Evacuation Refuge Structures |
| 230 | 14.1 Minimum Inundation Elevation and Depth |
| 232 | 14.2 Refuge Live Load |
| 234 | 14.3 Laydown Impacts 14.4 Information on Construction Documents 14.5 Peer Review |
| 237 | 15. Designated Nonstructural Components and Systems 15.1 Performance Requirements |
| 241 | 16. Tsunami Risk Categories III and IV Non-Building Structures 16.1 Requirements for TRC III Non-Building Structures 16.2 Requirements for TRC IV Non-Building Structures |
| 243 | 17. Frequently Asked Questions |
| 251 | References |
| 259 | Appendix. Seaside, Oregon: Full Design Example |
| 333 | Index |
| 341 | About the Author |
