{"id":363469,"date":"2024-10-20T01:45:51","date_gmt":"2024-10-20T01:45:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-guidetotsunami-asce-7-2020\/"},"modified":"2024-10-26T02:45:39","modified_gmt":"2024-10-26T02:45:39","slug":"asce-guidetotsunami-asce-7-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-guidetotsunami-asce-7-2020\/","title":{"rendered":"ASCE GuidetoTsunami ASCE 7 2020"},"content":{"rendered":"

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.<\/i><\/p>\n

For many US structural and geotechnical engineers, ASCE 7-16<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nBlank Page <\/td>\n<\/tr>\n
3<\/td>\nTsunami Loads and Effects <\/td>\n<\/tr>\n
11<\/td>\nForeword <\/td>\n<\/tr>\n
15<\/td>\nPreface <\/td>\n<\/tr>\n
17<\/td>\nOverview of Contents <\/td>\n<\/tr>\n
19<\/td>\nUnit Conversions <\/td>\n<\/tr>\n
21<\/td>\n1. Introduction
1.1\u2002Past Tsunamis <\/td>\n<\/tr>\n
32<\/td>\n1.2\u2002Tsunami Generation Mechanisms <\/td>\n<\/tr>\n
34<\/td>\n1.3\u2002Warning and Evacuation <\/td>\n<\/tr>\n
37<\/td>\n1.4\u2002Development of ASCE 7-16, Chapter 6 <\/td>\n<\/tr>\n
41<\/td>\n2. Prototype Buildings <\/td>\n<\/tr>\n
43<\/td>\n2.1\u2002Reinforced Concrete Moment-Resisting Frame Office Building <\/td>\n<\/tr>\n
44<\/td>\n2.2\u2002Reinforced Concrete Shear Wall Residential\u00a0Building <\/td>\n<\/tr>\n
45<\/td>\n2.3\u2002Seismic and Wind Design <\/td>\n<\/tr>\n
47<\/td>\n3. General Requirements <\/td>\n<\/tr>\n
50<\/td>\n3.1\u2002Scope <\/td>\n<\/tr>\n
52<\/td>\n3.2\u2002Probabilistic Tsunami Hazard Analysis
3.3\u2002Tsunami Design Zone Maps <\/td>\n<\/tr>\n
54<\/td>\n3.4\u2002Definitions, Symbols, and Notation <\/td>\n<\/tr>\n
57<\/td>\n4. Tsunami Risk Categories <\/td>\n<\/tr>\n
59<\/td>\n5. Tsunami Flow Characteristics
5.1\u2002TRC II and III Buildings and Other Structures <\/td>\n<\/tr>\n
61<\/td>\n5.2\u2002TRC IV Buildings and Other Structures <\/td>\n<\/tr>\n
62<\/td>\n5.3\u2002Sea Level Change <\/td>\n<\/tr>\n
63<\/td>\n6. Inundation Depths and Flow Velocities Based on Runup <\/td>\n<\/tr>\n
64<\/td>\n6.1\u2002Maximum Inundation Depth and Flow\u00a0Velocities <\/td>\n<\/tr>\n
66<\/td>\n6.2\u2002Energy Grade Line Analysis <\/td>\n<\/tr>\n
78<\/td>\n6.3\u2002Terrain Roughness <\/td>\n<\/tr>\n
81<\/td>\n6.4\u2002Tsunami Bores <\/td>\n<\/tr>\n
82<\/td>\n6.5\u2002Amplified Flow Velocities <\/td>\n<\/tr>\n
83<\/td>\n7. Site-Specific Tsunami Inundation <\/td>\n<\/tr>\n
85<\/td>\n7.1\u2002Tsunami Waveform <\/td>\n<\/tr>\n
87<\/td>\n7.2\u2002Tsunamigenic Sources
7.3\u2002Earthquake Rupture Unit Source Tsunami\u00a0Functions <\/td>\n<\/tr>\n
88<\/td>\n7.4\u2002Treatment of Modeling and Natural\u00a0Uncertainties
7.5\u2002Offshore Tsunami Amplitude
7.6\u2002Procedures for Determining Tsunami Inundation and Runup <\/td>\n<\/tr>\n
91<\/td>\n8. Structural Design Procedures for Tsunami Effects <\/td>\n<\/tr>\n
92<\/td>\n8.1\u2002Performance of Tsunami Risk Category II and III Buildings and Other Structures <\/td>\n<\/tr>\n
93<\/td>\n8.2\u2002Performance of Tsunami Risk Category\u00a0III Critical Buildings and TRC IV Buildings and Other\u00a0Structures
8.3\u2002Structural Performance Evaluation <\/td>\n<\/tr>\n
101<\/td>\n8.4\u2002Minimum Fluid Density for Tsunami Loads <\/td>\n<\/tr>\n
102<\/td>\n8.5\u2002Flow Velocity Amplification <\/td>\n<\/tr>\n
105<\/td>\n8.6\u2002Directionality of Flow <\/td>\n<\/tr>\n
106<\/td>\n8.7\u2002Minimum Closure Ratio for Load Determination <\/td>\n<\/tr>\n
110<\/td>\n8.8\u2002Minimum Number of Tsunami Flow Cycles
8.9\u2002Seismic Effects on the Foundations Preceding Local Subduction Zone Maximum Considered\u00a0Tsunami <\/td>\n<\/tr>\n
111<\/td>\n8.10\u2002Physical Modeling of Tsunami Flow, Loads,\u00a0and Effects <\/td>\n<\/tr>\n
113<\/td>\n9. Hydrostatic Loads
9.1\u2002Buoyancy <\/td>\n<\/tr>\n
125<\/td>\n9.2\u2002Unbalanced Lateral Hydrostatic Force <\/td>\n<\/tr>\n
128<\/td>\n9.3\u2002Residual Water Surcharge Load on Floors and Perimeter Walls <\/td>\n<\/tr>\n
130<\/td>\n9.4\u2002Hydrostatic Surcharge Pressure\u00a0on\u00a0Foundations <\/td>\n<\/tr>\n
131<\/td>\n10. Hydrodynamic Loads <\/td>\n<\/tr>\n
132<\/td>\n10.1\u2002Simplified Equivalent Uniform Lateral Static\u00a0Force <\/td>\n<\/tr>\n
133<\/td>\n10.2\u2002Detailed Hydrodynamic Lateral Forces <\/td>\n<\/tr>\n
153<\/td>\n10.3\u2002Hydrodynamic Pressures Associated with\u00a0Slabs <\/td>\n<\/tr>\n
177<\/td>\n11. Debris Impact Loads <\/td>\n<\/tr>\n
180<\/td>\n11.1\u2002Alternative Simplified Debris Impact Static\u00a0Load <\/td>\n<\/tr>\n
181<\/td>\n11.2\u2002Wood Poles and Logs <\/td>\n<\/tr>\n
184<\/td>\n11.3\u2002Debris Impacts by Floating Vehicles <\/td>\n<\/tr>\n
187<\/td>\n11.4\u2002Debris Impacts of Submerged Tumbling Boulder and Concrete Debris
11.5\u2002Site Hazard Assessment for Shipping Containers, Ships, and Barges <\/td>\n<\/tr>\n
191<\/td>\n11.6\u2002Shipping Containers <\/td>\n<\/tr>\n
193<\/td>\n11.7\u2002Extraordinary Debris Impacts <\/td>\n<\/tr>\n
194<\/td>\n11.8\u2002Alternative Methods of Response Analysis <\/td>\n<\/tr>\n
195<\/td>\n11.9\u2002Detailed Debris Impact Calculation for Monterey, California, Office Building <\/td>\n<\/tr>\n
197<\/td>\n12. Foundation Design <\/td>\n<\/tr>\n
199<\/td>\n12.1\u2002Resistance Factors for Foundation Stability\u00a0Analyses <\/td>\n<\/tr>\n
200<\/td>\n12.2\u2002Load and Effect Characterization <\/td>\n<\/tr>\n
219<\/td>\n12.3\u2002Alternative Foundation Performance-Based Design Criteria
12.4\u2002Foundation Countermeasures <\/td>\n<\/tr>\n
223<\/td>\n13. Structural Countermeasures
13.1\u2002Open Structures <\/td>\n<\/tr>\n
224<\/td>\n13.2\u2002Tsunami Barriers <\/td>\n<\/tr>\n
227<\/td>\n14. Tsunami Vertical Evacuation Refuge Structures <\/td>\n<\/tr>\n
230<\/td>\n14.1\u2002Minimum Inundation Elevation and Depth <\/td>\n<\/tr>\n
232<\/td>\n14.2\u2002Refuge Live Load <\/td>\n<\/tr>\n
234<\/td>\n14.3\u2002Laydown Impacts
14.4\u2002Information on Construction Documents
14.5\u2002Peer Review <\/td>\n<\/tr>\n
237<\/td>\n15. Designated Nonstructural Components and Systems
15.1\u2002Performance Requirements <\/td>\n<\/tr>\n
241<\/td>\n16. Tsunami Risk Categories III and IV Non-Building Structures
16.1\u2002Requirements for TRC III Non-Building\u00a0Structures
16.2\u2002Requirements for TRC IV Non-Building\u00a0Structures <\/td>\n<\/tr>\n
243<\/td>\n17. Frequently Asked Questions <\/td>\n<\/tr>\n
251<\/td>\nReferences <\/td>\n<\/tr>\n
259<\/td>\nAppendix. Seaside, Oregon: Full\u00a0Design Example <\/td>\n<\/tr>\n
333<\/td>\nIndex <\/td>\n<\/tr>\n
341<\/td>\nAbout the Author <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Guide to the Tsunami Design Provisions of ASCE 7-16<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2020<\/td>\n342<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363475,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-363469","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/363469","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/363475"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363469"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363469"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363469"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}