ASCE 9780784476970 2013
$71.50
Tohoku, Japan, Earthquake and Tsunami of 2011
Published By | Publication Date | Number of Pages |
ASCE | 2013 | 366 |
Sponsored by the Structural Engineering Institute of ASCEOn March 11, 2011, at 2:46 p.m. local time, the Great East Japan Earthquake with moment magnitude 9.0 generated a tsunami of unprecedented height and spatial extent along the northeast coast of the main island of Honshu. The Japanese government estimated that more than 250,000 buildings either collapsed or partially collapsed predominantly from the tsunami. The tsunami spread destruction inland for several kilometers, inundating an area of 525 square kilometers, or 207 square miles. About a month after the tsunami, ASCE
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Cover |
4 | Table of Contents |
6 | Acknowledgments |
8 | 1 Introduction |
11 | 2 March 11, 2011, Great East Japan Earthquake and Tohoku Tsunami 2.1 Earthquake Mechanism and Extent |
17 | 3 ASCE-JSCE Collaboration |
23 | 4 Pre-Survey Preparatory Research |
33 | 5 Tsunami Warning and Evacuation 5.1 Tsunami Evacuation Signage |
35 | 5.2 Tsunami Evacuation Sites |
43 | 5.3 Japan Meteorological Agency Tsunami Advisory System |
53 | 5.4 Findings—Public Safety |
55 | 6 Tsunami Flow Velocity 6.1 Flow Velocity Characteristics 6.2 Aerial Video Analysis |
66 | 6.3 Flow Characteristics Determined from “Flow Surrogates” |
90 | 7 Debris Loading 7.1 Introduction 7.2 Types of Debris |
94 | 7.3 Debris Impact |
101 | 7.4 Large Debris Strikes |
104 | 7.5 Debris Damming |
121 | 8 Building Structural Performance 8.1 Introduction |
124 | 8.2 Building Performance |
126 | 8.3 Overturned Buildings |
129 | 8.4 Wall Lateral Load Failures |
130 | 8.5 Low-Rise Buildings |
134 | 8.6 Debris Effects on Buildings |
140 | 8.7 Residential Buildings |
142 | 8.8 Scour Effects on Buildings |
146 | 8.9 Other Loading Effects |
151 | 8.10 Findings—Buildings |
170 | 9 Bridge Performance 9.1 Railway Bridges |
173 | 9.2 Roadway Bridges |
179 | 9.3 Findings—Bridges |
186 | 10 Seawalls and Tsunami Barriers 10.1 Vertical Concrete Flood Walls |
196 | 10.2 Compacted Earth Tsunami Barriers |
217 | 10.3 Sluice Gate Structures |
220 | 10.4 Findings—Seawalls |
221 | 11 Breakwaters 11.1 Concrete Parapet Walls |
224 | 11.2 Caisson Breakwaters |
237 | 11.3 Findings—Breakwaters |
238 | 12 Piers, Quays, and Wharves |
255 | 12.1 Findings—Piers, Quays, and Wharves |
257 | 13 Scour Effects 13.1 Introduction 13.2 Observed Scour Features |
259 | 13.3 Selected Representative Scour Sites |
291 | 14 Other Structures 14.1 Storage Tanks |
295 | 14.2 Towers |
300 | 14.3 Cranes |
303 | 15 Failure Mode Analysis |
315 | 16 Economic Impacts and Initial Recovery Efforts |
326 | 17 Findings and Recommendations 17.1 General Findings |
329 | 17.2 Recommendations for Future Tsunami Surveys |
331 | 17.3 Recommendations for Tsunami Research |
338 | Appendix 1: A Classification of Building Damage Patterns Caused by Tsunami |
346 | Appendix 2: Spreadsheet Log of Structures and Coastal Seawalls Investigated |
352 | Index A B |
353 | C |
354 | D E F |
355 | G H |
356 | I |
357 | J K |
358 | L M |
359 | N |
360 | O |
361 | P Q R |
362 | S |
364 | T |
365 | U V W |
366 | Y |