The Late Prof. Tokuji Utsu: His Career with Geophysics and Seismology
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Time and Space Distribution of Coseismic Slip of the 2011 Tohoku Earthquake As Inferred from Tsunami Waveform Data Kenji Satake
1 Time and Space Distribution of Coseismic Slip of the 2011 Tohoku Earthquake as 2 Inferred from Tsunami Waveform Data 3 4 Kenji Satake1, Yushiro Fujii2, Tomoya Harada1 and Yuichi Namegaya3 5 6 Electronic Supplement 7 Estimated slip for each subfault at 0.5 min interval 8 http://iisee.kenken.go.jp/staff/fujii/BSSA_Tohoku/BSSA-D-12-00122R1-esupp.html 9 10 11 Corresponding author: Kenji Satake 12 Earthquake Research Institute, University of Tokyo 13 1-1-1 Yayoi, Bunkyo-ku, Tokyo 113-0032 Japan 14 [email protected] 15 Revised on July 21, 2012 16 Final version September 26, 2012 17 18 1 19 Abstract A multiple time-window inversion of 53 high-sampling tsunami 20 waveforms on ocean bottom pressure, GPS, coastal wave, and tide gauges shows a 21 temporal and spatial slip distribution during the 2011 Tohoku earthquake. The 22 fault rupture started near the hypocenter and propagated into both deep and 23 shallow parts of the plate interface. Very large, approximately 25 m, slip off Miyagi 24 on the deep part, at a location similar to the previous 869 Jogan earthquake model, 25 was responsible for the initial rise of tsunami waveforms and the recorded tsunami 26 inundation in Sendai and Ishinomaki plains. Huge slip, up to 69 m, occurred on the 27 shallow part near the trench axis 3 min after the rupture initiation. This delayed 28 shallow rupture extended for 400 km with more than 10 m slip, at a location similar 29 to the 1896 Sanriku tsunami earthquake, and was responsible for the peak 30 amplitudes of the tsunami waveforms and the maximum tsunami heights measured 31 on the northern Sanriku coast, 100 km north of the largest slip. -
Seismic and Aseismic Slip Along Subduction Zones and Their Tectonic Implications
SEISMIC AND ASEISMIC SLIP ALONG SUBDUCTION ZONES AND THEIR TECTONIC IMPLICATIONS Hirao Kanamori Seismological Laboratory, California Institute of Technology, Pasadena, California 91125 Abstract. Results of detailed mechanism Introduction studies of great earthquakes are used togeth er with their repeat times to determine the In the theory of plate tectonics, litho amount of seismic slip along various subduc spheric subduction is one of the major tec tion zones. Comparison of the seismic slip tonic processes related to the formation and with the rate of plate motion suggests that, evolution of island arcs. The deep and in in Chile, and possibly Alaska, the seismic termediate earthquake zones along island arcs slip rate is comparable to the rate of plate delineate the geometry of the subducting motion while, in the Kuriles and Northern lithosphere, and major shallow earthquake Japan, the seismic slip constitutes only a activity along island arcs is a manifestation very small portion, approximately 1/4, of of the mechanical interaction between the the total slip. In the Sanriku region, and subducting and the overriding lithospheres. to the south of it, the relative amount of The geometrical agreement of focal mechanisms seismic slip is even smaller. These results of earthquakes along the Circum-Pacific belt suggest that in Chile and Alaska the coupling led McKenzie and Parker [1967] to the con and interaction between the oceanic and con cept of rigid plates dividing the earth's tinental lithosphere are very strong, re surface. Isacks and Molnar [1969] used the sulting in great earthquakes with a very geometry of the compression and tension axes large rupture zone, and in break-off of the of deep and intermediate earthquakes to in undergoing lithosphere at shallow depths. -
U. S. Department of the Interior U. S. Geological Survey
U. S. DEPARTMENT OF THE INTERIOR U. S. GEOLOGICAL SURVEY RELATION OF ARIAS INTENSITY TO MAGNITUDE AND DISTANCE IN CALIFORNIA by Raymond C. Wilson1 OPEN-FILE REPORT 93-556 This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards or with the North American Stratigraphic Code. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U. S.. Government. iMenlo Park, California 94025 September 1993 TABLE OF CONTENTS Abstract..................................................................................! Introduction............................................................................! Definition of Arias Intensity......................................................3 Relating Intensity to the Seismic Source.....................................4 Arias Intensity and the Seismic Source Parameters................4 Arias Intensity as a Function of Moment Magnitude...............6 Empirical Tests of the Theoretical M/R/Ia Model..........................6 Arias Intensity as a Function of Distance...............................8 Arias Intensity as a Function of Magnitude.......................... 12 Analysis of Residuals from a Combined Data Set................... 14 A Possible Simplification.................................................... 18 Summary of Empirical Analyses......................................... 18 Modifications of the M/R/Ia Relation for Special Conditions ........ 20 Site-Response Effects......................................................... -
Abdus Salam United Nations Educational, Scientific and Cultural Organization International Centre XA0100122
the IC/2000/170 abdus salam united nations educational, scientific and cultural organization international centre XA0100122 international atomic energy agency for theoretical physics SHAPE ANALYSIS OF ISOSEISMALS BASED ON EMPIRICAL AND SYNTHETIC DATA G. Molchan T. Kronrod and G.F. Panza SEgi 'A*'.' Sri 32/ 05 • _ ^BH |« # ,-a?; IC/2000/170 United Nations Educational Scientific and Cultural Organization and International Atomic Energy Agency THE ABDUS SALAM INTERNATIONAL CENTRE FOR THEORETICAL PHYSICS SHAPE ANALYSIS OF ISOSEISMALS BASED ON EMPIRICAL AND SYNTHETIC DATA G. Molchan1, T. Kronrod, International Institute of Earthquake Prediction Theory and Mathematical Geophysics, Russian Academy of Sciences, Warshavskoe sh., 79, k.2, Moscow 113556, Russian Federation and The Abdus Salam International Centre for Theoretical Physics, SAND Group, Trieste, Italy, and G.F. Panza Department of Earth Sciences, University of Trieste, Trieste, Italy and The Abdus Salam International Centre for Theoretical Physics, SAND Group, Trieste, Italy. MIRAMARE - TRIESTE November 2000 'E-mail: [email protected]; Tel. +007 (095) 110-7795; Fax: +007 (095) 310-7032 Abstract. We present an attempt to compare modeled ground motion acceleration fields with macroseismic observations. Two techniques for the representation of the observed intensities by isoseismals, a smoothing technique and one which visualizes the local uncertainty of an isoseis- mal, are tested with synthetic and observed data. We show how noise in the data and irregulari- ties in the distribution of observation sites affect the resolution of the isoseismal's shape. In ad- dition to "standard" elongated shapes, we identify cross-like patterns in the macroseismic obser- vations for two Italian earthquakes of strike-slip type; similar patterns are displayed by the theo- retical peak acceleration fields calculated assuming the point source models given in the litera- ture. -
Simple Estimation Method for the 2016 Kumamoto Earthquake's
Cui, Q. et al. Paper: Simple Estimation Method for the 2016 Kumamoto Earthquake’s Direct Damage Amount Qinglin Cui∗1,†,MingjiCui∗2, Toshihisa Toyoda∗3, and Hitoshi Taniguchi∗4 ∗1National Research Institute for Earth Science and Disaster Resilience 3-1 Tennodai, Tsukuba-shi, Ibaraki 305-0006, Japan †Corresponding author, E-mail: [email protected] ∗2Kinugasa Research Organization, Ritsumeikan University, Kyoto, Japan ∗3Center for Social Systems Innovation, Kobe University, Kobe, Japan ∗4Tono Research Institute of Earthquake Science, Gihu, Japan [Received December 27, 2016; accepted June 20, 2017] It takes a significantly long time to estimate a di- economy damaged by natural disaster swiftly,” has been rect damage amount based on a damage investigation. focused on and discussed vigorously. In considering the However, in the response immediately after a disaster, precautions against huge, wide-area earthquakes, it is es- the investigation and estimation of damage are often pecially important to grasp the economic damage caused conducted later because of a lack of human resources. by such earthquakes in advance. As for earthquakes with Especially in the case of a huge earthquake that affects a high possibility of occurrence in the future, the direct a wide area, the disaster cannot be fully responded to damage amount was estimated based on the knowledge of by the municipalities and prefectures alone. Support past earthquake disasters. For example, the direct dam- from the entire country, and in some cases from other age amount caused by the Nankai Megathrust Earthquake countries, is essential to the disaster response. Pre- (a series of interrelated earthquakes under a simulation cise information regarding the direct damage amount where strong ground motion will occur on the shore side) must be transmitted promptly. -
Supercycle in Great Earthquake Recurrence Along the Japan Trench Over the Last 4000 Years Kazuko Usami1,5* , Ken Ikehara1, Toshiya Kanamatsu2 and Cecilia M
Usami et al. Geosci. Lett. (2018) 5:11 https://doi.org/10.1186/s40562-018-0110-2 RESEARCH LETTER Open Access Supercycle in great earthquake recurrence along the Japan Trench over the last 4000 years Kazuko Usami1,5* , Ken Ikehara1, Toshiya Kanamatsu2 and Cecilia M. McHugh3,4 Abstract On the landward slope of the Japan Trench, the mid-slope terrace (MST) is located at a depth of 4000–6000 m. Two piston cores from the MST were analyzed to assess the applicability of the MST for turbidite paleoseismology and to fnd out reliable recurrence record of the great earthquakes along the Japan Trench. The cores have preserved records of ~ 12 seismo-turbidites (event deposits) during the last 4000 years. In the upper parts of the two cores, only the following earthquakes (magnitude M ~ 8 and larger) were clearly recorded: the 2011 Tohoku, the 1896 Sanriku, the 1454 Kyotoku, and the 869 Jogan earthquake. In the lower part of the cores, turbidites were deposited alternately in the northern and southern sites during the periods between concurrent depositional events occurring at intervals of 500–900 years. Considering the characteristics of the coring sites for their sensitivity to earthquake shaking, the con- current depositional events likely correspond to a supercycle that follows giant (M ~ 9) earthquakes along the Japan Trench. Preliminary estimations of peak ground acceleration for the historical earthquakes recorded as the turbidites imply that each rupture length of the 1454 and 869 earthquakes was over 200 km. The earthquakes related to the supercycle have occurred over at least the last 4000 years, and the cycle seems to have become slightly shorter in recent years. -
Sendai City Disaster Reconstruction Memorial Committee Report
Sendai City Disaster Reconstruction Memorial Committee Report Proposal for Preserving the Memory of the Great East Japan Earthquake for Global Posterity Sendai City Disaster Reconstruction Memorial Committee December 2014 Sendai City Disaster Reconstruction Memorial Committee Report Proposal for Preserving the Memory of the Great East Japan Earthquake for Global Posterity Table of Contents Introduction ··············································································· 1 1 Basic Principles ····································································· 2 1-1 The Earthquake Disaster Reconstruction Memorial Wish ··· 2 1-2 Six Initiatives to Preserve Disaster Memories and Experiences ···· 3 1-3 Site Development ····························································· 4 1-4 Project Advancement ························································· 4 2 Working Towards Creation of the Memorials ······························ 5 2-1 Direction of the Six Initiatives ·············································· 5 Passing On Our Local Resources ● Restore greenery in eastern Sendai ·················· 5 ● Rebuild and Use the Teizan Canal ···················· 6 Giving Form to Our Memories ● Honor memories with monuments and ruins ····· 7 ● Create and use a citizen-run archive ·············· 8 Finding the Strength to Face Tomorrow ● Utilize the power of the arts to remember the disasters and the recovery ······························ 9 ● Create learning opportunities ·························· 10 2-2 Initiative Implementation -
Contribution for Analysing, Saving and Prioritising of Lessons Learned Issues Regarding Product Improvement and Future Product Generations
Available online at www.sciencedirect.com ScienceDirect Procedia CIRP 40 ( 2016 ) 179 – 184 13th Global Conference on Sustainable Manufacturing - Decoupling Growth from Resource Use Contribution for analysing, saving and prioritising of lessons learned issues regarding product improvement and future product generations Stefan Brackea*, Masato Inoueb, Berna Ulutasc aUniversity of Wuppertal, Chair of Safety Engineering and Risk Management, Gaußstraße 20, Wuppertal, 42119, Germany bMeiji University, Department of Mechanical Engineering Informatics, 1-1-1 Higashi-Mita, Tama-ku, Kawasaki, Kanagawa 214-8571, Japan c Eskisehir Osmangazi University, Department of Industrial Engineering, Eskisehir 26480, Turkey * Corresponding author. Tel.: +49-202-439-2064; fax: +49-202-439-2966. E-mail address: [email protected] Abstract Based on the customer’s product recognition, environment protection becomes key sales arguments within the consumer goods industry. Customers expect longer usage phase of products and reduced use of resources. Product reliability may help to save resources in many ways such as replacement of parts and minimizing logistic efforts throughout the product’s life span. To achieve the generic goal of reliability and sustainability, it is important to learn from product’s failures during design, manufacturing and use phase. Therefore, structured knowledge regarding a long life cycle (e.g. development: 2 years; production: 6 years; usage: 15 years) should be saved. This paper outlines a conceptual Lessons Learned approach on how to analyse, save and prioritise Lessons Learned issues – based on structured weak point data and information - out of the product life cycle to improve reliability and sustainability of the subsequently product generation. © 2016 The Authors. Published by Elsevier B.V. -
Neural Network Analysis of Seismic Intensity from Instrumental Records
13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 692 NEURAL NETWORK ANALYSIS OF SEISMIC INTENSITY FROM INSTRUMENTAL RECORDS Peter DAVENPORT1 SUMMARY Seismic intensity provides useful information on the distribution of earthquake effects. The concept of felt intensity has been used for a long time and is considered a method to classify the severity of the ground motion at a given location on the basis of effects observed either during the earthquake or afterwards. The Modified Mercalli Intensity (MMI) scale is the most common felt intensity scale in use and is used to indicate seismic hazard and level of damage. With the more widespread use of strong motion recorders, it has become possible to obtain engineering parameters such as peak ground acceleration, velocity and displacement, spectral values and other measures of instrumental intensity. Many studies have compared these parameters, obtained from strong motion records, to the seismic felt intensity measured by damage, but found the correlation is usually poor and the relationships are highly nonlinear. Artificial neural network (ANN) based methodology is not new, but has not been extensively applied to engineering seismology problems. This technique essentially uses large quantities of data to train a model which can then be used to explore the relationship. The ANN models allow complex and nonlinear behaviour to be tracked. In this paper, strong motion records from New Zealand have been analyzed using ANN methods to seek out the parameters, derived from strong motion records, which are important for an understanding of seismic felt intensity as measured by observed effects and damage. -
Workshop Report: Tracking the Tsunamigenic Slips Across And
Workshop report: Tracking the Tsunamigenic slips Across and Along the Japan Trench (JTRACK): Investigating a new paradigm in tsunamigenic megathrust slip with very deep water drilling using the D/V Chikyu Tokyo, May 15-17, 2014 Shuichi Kodaira Research and Development Center for Earthquake and Tsunami, Japan Agency for Marine-Earth Science and Technology, 3173-25 Showa-machi, Kanazawa-ku, Yokohama, 236-0001, Japan Jim Mori Disaster Prevention Research Institute, Kyoto University, Gokasho, Uji, Kyoto 611-0011, Japan Saneatsu Saito Research and Development Center for Ocean Drilling Science, Japan Agency for Marine-Earth Science and Technology, 2-15 Natsushima-cho Yokosuka, 237-0061, Japan Michi Strasser Geological Institute, ETH Zurich, NO G 46, Sonneggstrasse 5, 8092 Zurich Switzerland Jamie Kirkpatrick Department of Geosciences, Colorado State University, 1482 Campus Delivery, Fort Collins, CO, 80523, USA James Sample School of Earth Sciences and Environmental Sustainability, Northern Arizona University, 602 S Humphreys, Flagstaff, AZ, 86011, USA 1. Introduction 1.1 JTRACK: Tracking tsunamigenic slip at the Japan Trench Among the global efforts to understand and mitigate earthquake hazards, investigations and resources for understanding the causes and effects of tsunamis have been relatively few compared to the many studies of strong earthquake shaking. Yet worldwide over the last decade, nearly a third of the loss of human life from earthquakes is attributed to tsunamis (~247,000 from tsunamis and ~535,000 from earthquake shaking for 2002 to 2012). On March 11, 2011 the Mw9.0 Tohoku-oki earthquake ruptured a huge portion of the Japan Trench, resulting in an enormous tsunami that caused thousands of casualties and billions of dollars of damage in northern Japan. -
Different Depths of Near-Trench Slips of the 1896 Sanriku and 2011 Tohoku
Satake et al. Geosci. Lett. (2017) 4:33 https://doi.org/10.1186/s40562-017-0099-y RESEARCH LETTER Open Access Diferent depths of near‑trench slips of the 1896 Sanriku and 2011 Tohoku earthquakes Kenji Satake1* , Yushiro Fujii2 and Shigeru Yamaki3 Abstract The 1896 Sanriku earthquake was a typical ‘tsunami earthquake’ which caused large tsunami despite its weak ground shaking. It occurred along the Japan Trench in the northern tsunami source area of the 2011 Tohoku earthquake where a delayed tsunami generation has been proposed. Hence the relation between the 1896 and 2011 tsunami sources is an important scientifc as well as societal issue. The tsunami heights along the northern and central Sanriku coasts from both earthquakes were similar, but the tsunami waveforms at regional distances in Japan were much larger in 2011. Computed tsunamis from the northeastern part of the 2011 tsunami source model roughly repro- duced the 1896 tsunami heights on the Sanriku coast, but were much larger than the recorded tsunami waveforms. Both the Sanriku tsunami heights and the waveforms were reproduced by a 200-km 50-km fault with an average × slip of 8 m, with the large (20 m) slip on a 100-km 25-km asperity. The moment magnitude Mw of this model is 8.1. During the 2011 Tohoku earthquake, slip on the 1896× asperity (at a depth of 3.5–7 km) was 3–14 m, while the shal- lower part (depth 0–3.5 km) slipped 20–36 m. Thus the large slips on the plate interface during the 1896 and 2011 earthquakes were complementary. -
International Aspects of the History of Earthquake Engineering
International Aspects Of the History of Earthquake Engineering Part I February 12, 2008 Draft Robert Reitherman Executive Director Consortium of Universities for Research in Earthquake Engineering This draft contains Part I: Acknowledgements Chapter 1: Introduction Chapter 2: Japan The planned contents of Part II are chapters 3 through 6 on China, India, Italy, and Turkey. Oakland, California 1 Table of Contents Acknowledgments .......................................................................................................................i Chapter 1 Introduction ................................................................................................................1 “Earthquake Engineering”.......................................................................................................1 “International” ........................................................................................................................3 Why Study the History of Earthquake Engineering?................................................................4 Earthquake Engineering History is Fascinating .......................................................................5 A Reminder of the Value of Thinking .....................................................................................6 Engineering Can Be Narrow, History is Broad ........................................................................6 Respect: Giving Credit Where Credit Is Due ..........................................................................7 The Importance