Earthquakes That Have Initiated the Development of Earthquake Engineering
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Interview with Thomas K. Caughey
THOMAS K. CAUGHEY (1927–2004) INTERVIEWED BY CAROL BUGÉ March 25 and April 2, 1987 Photo Courtesy Caltech’s Engineering & Science ARCHIVES CALIFORNIA INSTITUTE OF TECHNOLOGY Pasadena, California Subject area Engineering Abstract Interview in two sessions in 1987 by Carol Bugé with Thomas Kirk Caughey, Professor of Applied Mechanics and Caltech alumnus (PhD, 1954). Caughey was born and educated in Scotland (bachelor's degree, University of Glasgow, 1948.) Comes to the U.S. with Fulbright to Cornell, where he completes his master's degree in mechanical engineering in 1952. He then earns his PhD at Caltech in 1954. He recalls Caltech’s engineering and physics faculty in the 1950s: H. Frederic Bohnenblust, Arthur Erdelyi, Richard P. Feynman, Tsien Hsue-shen. Begins teaching at Caltech in 1955; recalls Caltech’s Engineering Division under Frederick Lindvall; other engineers and physicists; compares engineering to other disciplines. Return to Cornell and earlier period: outstanding Cornell professors Feynman, Hans Bethe, Barney Rosser, Ed Gunder, Harry Conway; recalls grad student Ross Evan Iwanowski. Problems of physics degree program at Cornell. Professors http://resolver.caltech.edu/CaltechOH:OH_Caughey_T Gray and Bernard Hague at Glasgow University. Comparison between American and European educational systems. His research in dynamics. Earthquake research at Caltech: George Housner and Donald Hudson. Discusses physics and engineering entering a decade of decline; coming fields of genetic engineering, cognitive science and computing, neural networks, and artificial intelligence. Anecdotes about Fritz Zwicky and Charles Richter. Comments on coeducation at Caltech. Caltech personalities: Robert Millikan in his late years; Paul Epstein; Edward Simmons, Richard Gerke; William A. Fowler; further on Zwicky, Hudson; engineers Donald Clark, Alfred Ingersoll; early memories of Earnest Watson. -
Strengthening the Link Between Earthquake Engineering and Architecture
Strengthening the link between earthquake engineering and architecture A. W. Charleson School of Architecture, Victoria University of Wellington 2004 NZSEE Conference ABSTRACT: With reference mainly to the New Zealand scene, this paper reports on current initiatives to strengthen architects’ understanding and engagement with issues of earthquake engineering. The situation at the three schools of architecture in New Zealand is reviewed with mention made of some recent developments, including the introduction of earthquake structural design software and progress in integrating architectural and seismic design in studio projects. The paper notes a current earthquake engineering course organized and run by NZSEE and reviews the profile of earthquake engineering as represented in Architecture New Zealand. Overseas initiatives are also reported on. The paper concludes with recommendations for further strengthening the links between the professions. 1 INTRODUCTION Given the conference theme of ‘Earthquake Engineering: getting the message across and moving ahead’, this paper explores aspects of how the message of earthquake engineering is being communicated to architects. How strong are the links between these two allied disciplines currently, and how might they be strengthened? First, we need to ask ourselves, why are strong links important? The answer, which probably needs recalling, lies in the value of close collaboration between architects and engineers during the design process, and especially in those very early stages of design when structural layout is largely determined. Decisions made during those feasibility or preliminary design stages affect the cost- effectiveness of the structure considerably, can enable structure to integrate well with overall architectural intentions, and lead to an adequate and predictable seismic performance. -
Chapter 2 the Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory
Characteristics of Hawaiian Volcanoes Editors: Michael P. Poland, Taeko Jane Takahashi, and Claire M. Landowski U.S. Geological Survey Professional Paper 1801, 2014 Chapter 2 The Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory By Paul G. Okubo1, Jennifer S. Nakata1, and Robert Y. Koyanagi1 Abstract the Island of Hawai‘i. Over the past century, thousands of sci- entific reports and articles have been published in connection In the century since the Hawaiian Volcano Observatory with Hawaiian volcanism, and an extensive bibliography has (HVO) put its first seismographs into operation at the edge of accumulated, including numerous discussions of the history of Kīlauea Volcano’s summit caldera, seismic monitoring at HVO HVO and its seismic monitoring operations, as well as research (now administered by the U.S. Geological Survey [USGS]) has results. From among these references, we point to Klein and evolved considerably. The HVO seismic network extends across Koyanagi (1980), Apple (1987), Eaton (1996), and Klein and the entire Island of Hawai‘i and is complemented by stations Wright (2000) for details of the early growth of HVO’s seismic installed and operated by monitoring partners in both the USGS network. In particular, the work of Klein and Wright stands and the National Oceanic and Atmospheric Administration. The out because their compilation uses newspaper accounts and seismic data stream that is available to HVO for its monitoring other reports of the effects of historical earthquakes to extend of volcanic and seismic activity in Hawai‘i, therefore, is built Hawai‘i’s detailed seismic history to nearly a century before from hundreds of data channels from a diverse collection of instrumental monitoring began at HVO. -
The Search for Empirical Formulae for the Aftershocks Descriptions of a Strong Earthquake A.V
arXiv.org 2019 [physics.geo-ph] The search for empirical formulae for the aftershocks descriptions of a strong earthquake A.V. Guglielmi Schmidt Institute of Physics of the Earth, Russian Academy of Sciences, ul. B. Gruzinskaya 10, Moscow, 123995 Russia, e-mail: [email protected] Abstract The paper is based on the report read by the author on October 24, 2018 at the meeting of the Scientific Council of the Institute of Earth Physics of the Russian Academy of Sciences. The report was dedicated to the 150th anniversary of the outstanding Japanese seismologist Fusakichi Omori. As is known, Omori established the first empirical law of the earthquakes physics, bearing his name. The Omori law states that the frequency of aftershocks on average decreases hyperbolically over the time. Three versions of Omori law are described briefly. The recent version allows to poses the inverse problem of the earthquake source, that “cools down” after the main shock. Keywords: earthquake source, aftershocks equation, deactivation coefficient, inverse problem Table of contents 1. Introduction 2. Three wordings of the Omori law 3. Inverse problem 4. Conclusion References 1. Introduction On October 24, 2018 at the meeting of the Academic Council of the Institute of Physics of the Earth RAS the author made a report dedicated to the 150th anniversary of the outstanding Japanese seismologist Fusakichi Omori (1868 – 1923). The presented paper summarizes the contents of this report. While still quite young, at the age of 26, Omori made an outstanding contribution to science, which has not lost its value these days [Davison, 1924; Guglielmi, 2017]. -
Grand Challenges in Earthquake Engineering Research: a Community Workshop Report
This PDF is available from The National Academies Press at http://www.nap.edu/catalog.php?record_id=13167 Grand Challenges in Earthquake Engineering Research: A Community Workshop Report ISBN Committee for the Workshop on Grand Challenges in Earthquake 978-0-309-21452-0 Engineering Research--A Vision for NEES Experimental Facilities and Cyberinfrastructure Tools; Committee on Seismology and Geodynamics; 102 pages National Research Council 6 x 9 PAPERBACK (2011) Visit the National Academies Press online and register for... Instant access to free PDF downloads of titles from the NATIONAL ACADEMY OF SCIENCES NATIONAL ACADEMY OF ENGINEERING INSTITUTE OF MEDICINE NATIONAL RESEARCH COUNCIL 10% off print titles Custom notification of new releases in your field of interest Special offers and discounts Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the National Academies Press. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Request reprint permission for this book Copyright © National Academy of Sciences. All rights reserved. Grand Challenges in Earthquake Engineering Research: A Community Workshop Report Grand Challenges in Earthquake Engineering Research A Community Workshop Report Committee for the Workshop on Grand Challenges in Earthquake Engineering Research— A Vision for NEES Experimental Facilities and Cyberinfrastructure Tools Committee on Seismology and Geodynamics Board on Earth Sciences and Resources Division on Earth and Life Studies Copyright © National Academy of Sciences. All rights reserved. Grand Challenges in Earthquake Engineering Research: A Community Workshop Report THE NATIONAL ACADEMIES PRESS 500 Fifth Street, N.W. Washington, DC 20001 NOTICE: The project that is the subject of this report was approved by the Governing Board of the National Research Council, whose members are drawn from the councils of the National Academy of Sciences, the National Academy of Engineering, and the Institute of Medicine. -
Earthquake Resistant Design of Reinforced Concrete Buildings Past and Future Shunsuke Otani1
Journal of Advanced Concrete Technology Vol. 2, No. 1, 3-24, February 2004 / Copyright © 2004 Japan Concrete Institute 3 Invited Paper Earthquake Resistant Design of Reinforced Concrete Buildings Past and Future Shunsuke Otani1 Received 9 September 2003, revised 26 November 2003 Abstract This paper briefly reviews the development of earthquake resistant design of buildings. Measurement of ground accel- eration started in the 1930s, and response calculation was made possible in the 1940s. Design response spectra were formulated in the late 1950s to 1960s. Non-linear response was introduced in seismic design in the 1960s and the capac- ity design concept was generally introduced in the 1970s for collapse safety. The damage statistics of reinforced con- crete buildings in the 1995 Kobe disaster demonstrated the improvement of building performance with the development of design methodology. Buildings designed and constructed using out-dated methodology should be upgraded. Per- formance-based engineering should be emphasized, especially for the protection of building functions following fre- quent earthquakes. 1. Introduction damage have been identified through the investigation of damages. Each damage case has provided important An earthquake, caused by a fault movement on the earth information regarding the improvement of design and surface, results in severe ground shaking leading to the construction practices and attention has been directed to damage and collapse of buildings and civil- the prevention of structural collapse to protect the oc- infra-structures, landslides in the case of loose slopes, cupants of building in the last century. and liquefaction of sandy soil. If an earthquake occurs Thank to the efforts of many pioneering researchers under the sea, the associated water movement causes and engineers, the state of the art in earthquake resistant high tidal waves called tsunamis. -
Progress and Pitfalls in Earthquake Prediction and Forecasting
Progress and Pitfalls in Earthquake Prediction and Forecasting Presentation to the APS MASPG by Dr. Michael L. Blanpied Associate Coordinator USGS Earthquake Hazards Program Earthquake Hazards and Impacts • Strong shaking • Ground fracture • Landslides • Liquefaction • Damage to structures • Severing of roads, bridges, pipelines, sewers, communication networks • Levee breaks, floods • Hazmat spills • Fires ignited • Tsunami waves Can Earthquakes Be Predicted? Basilica of Saint Benedict in Norcia, Italy, built in the 14th century. Collapsed in the M 6.5 earthquake of October 30, 2016. Amatrice, central Italian Apennines. Devastation from M 6.2 earthquake of August 24, 2016. Weather forecast of temperature, cloud cover, precipitation, wind, with onset time of conditions, and probability of rainfall. Data: temperature, wind velocity, barometric pressure, etc. Predictive weather model Hurricane Dorian, 2019 NOAA’s National Hurricane Center Forecast of track location, intensity and timing. Includes location uncertainty (67% probability “cone”). Hurricane Dorian, 2019 NOAA’s National Hurricane Center ”Spaghetti” of forecasts from a weighted ensemble of models Modeled tsunami following M9.0 Tohoku-Oki, Japan earthquake of March 11, 2011. NOAA Tsunami Warning Center model forecasts wave height and arrival time. Wave propagation is modeled from water depth, constrained by data from tide gages and DART buoys. Earthquake Early Warning system ShakeAlert An Earthquake Early Warning System for the US West Coast The ShakeAlert system warns of imminent -
Earthquake Architecture Explorations
13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 596 EARTHQUAKE ARCHITECTURE EXPLORATIONS Andrew CHARLESON and Mark TAYLOR1 SUMMARY This paper describes and reviews a design studio undertaken by senior undergraduate architectural students to explore issues of earthquake architecture. After a brief initial phase of broad earthquake engineering literature research, in some cases supplemented by computer and physical modeling, students identified a wide range of earthquake related phenomena capable of providing the basis for generating earthquake architecture. From lists that included geotectonic processes, engineering technologies and human perceptions of earthquakes, students were encouraged to develop two design concepts robust enough to sustain subsequent architectural development. A suburban library and a multi-storey office building functioned as vehicles for the design process. The tested and developed ideas became primary design concepts, informing as many aspects of their designs as possible; guiding both architectural form- making and the resolution of design details. When integrated with site and programmatic requirements these ideas led to preliminary designs that, to various degrees of success, became examples of earthquake architecture. While the research phase of the project highlighted the diversity of earthquake related ideas that can provide inspiration for designers, the design projects revealed the latent possibilities for further enriching our built environment through earthquake architecture. INTRODUCTION The 1851 Great Exhibition hall designed by Paxton marked an important moment in the development of modern architecture and modern architectural thinking. Here the problem of enclosing a large space was solved in a manner more closely allied to engineering than traditional architectural expectations. -
Structural, Geotechnical and Earthquake Engineering - Sashi Kunnath
STRUCTURAL ENGINEERING AND GEOMECHANICS - Vol. I - Structural, Geotechnical and Earthquake Engineering - Sashi Kunnath STRUCTURAL, GEOTECHNICAL AND EARTHQUAKE ENGINEERING Sashi Kunnath University of California, Davis, CA 95616, USA Keywords: structural analysis; structural design; earthquake engineering; geotechnical engineering; seismic protection; structural engineering Contents 1. Introduction 2. Structural Engineering 2.1. Brief Historical Perspective of Structural Analysis and Engineering 2.2. Linear and Nonlinear Analysis of Structures 2.3 Structural Design 2.4 Emerging Developments in Structural Engineering 3. Geotechnical Engineering 3.1. Foundation Design 3.2. Modeling and Analysis 4. Earthquake Engineering 4.1. Seismic Resistant Design 4.2. Recent Advances in Earthquake Engineering 5. Concluding Remarks Glossary Bibliography Biographical Sketch Summary An overview of essential topics in structural and geotechnical engineering with particular focus on those related to earthquake engineering is presented. One of the objectives of this introductory chapter is to eventually provide readers with insights into seismic analysis and design. Beginning with a brief history of structural engineering, topics in structural analysis and design are reviewed. This is followed by a brief overview of geotechnical engineering with emphasis on foundation design and modeling for geotechnical applications. The final section focuses on earthquake engineering covering both structures and foundations and highlighting both traditional seismic design and innovative seismic protection. 1. Introduction The subject areas that encompass structural, geotechnical and earthquake engineering can all be regarded as topics within the broad field of civil engineering. While structural engineering focuses on the design of the visible part of a finished structure, geotechnical engineering is concerned with the design of the structural foundation below the soil surface. -
Earthquake-Resistant Construction of Adobe Buildings: a Tutorial
EARTHQUAKE-RESISTANT CONSTRUCTION OF ADOBE BUILDINGS: A TUTORIAL Marcial Blondet • Gladys Villa Garcia M. Svetlana Brzev • Álvaro Rubiños Second Edition, April 2011 EARTHQUAKE-RESISTANT CONSTRUCTION OF ADOBE BUILDINGS: A TUTORIAL Marcial Blondet Catholic University of Peru Gladys Villa Garcia M. Catholic University of Peru Svetlana Brzev British Columbia Institute of Technology Álvaro Rubiños Catholic University of Peru Second Edition, April 2011 Published as a contribution to the EERI/IAEE World Housing Encyclopedia www.world-housing.net 2010 Earthquake Engineering Research Institute, Oakland, California 94612-1934. All rights reserved. No part of this publication may be reproduced in any form or by any means without the prior written permission of the publisher. 499 14th St., Suite 320 Oakland, CA 94612-1934 Tel (510) 451-0905 Fax (510) 451-5411 e-mail: [email protected] www.eeri.org Disclaimer Any opinions, findings, conclusions, or recommendations expressed herein are those of the authors and do not neces- sarily reflect the views of EERI or the authors’ organizations. Layout and Design: Rachel Beebe, EERI Cover Photos - top: Complete destruction of adobe buildings in the 2003 Bam earthquake, Iran (source: Mehrain and Naeim 2004), and bottom: Adobe house reinforced with geomesh built after the 2007 Pisco earthquake, Peru (photo: Á. Rubiños) Acknowledgments The authors would like to acknowledge the following colleagues for sharing helpful comments and resources for the first version of this publication: • Sergio Alcocer, UNAM, Mexico • Dominic Dowling, University of Technology, Sydney, Australia • Jose Yabar, Julio Vargas-Neumann, Karina Sanchez, Julio Cesar Chang, Lizet Vargas, Stefano Bossio, Catholic Univer- sity of Peru, Lima, Peru i WORLD HOUSING ENCYCLOPEDIA EDITORIAL BOARD Editor-in-Chief Managing Editor Andrew Charleson Marjorie Greene University of Wellington Earthquake Engineering Research Institute New Zealand U.S.A. -
FEMA Homebuilders' Guide to Earthquake-Resistant Design And
October 2007 SeismicWaves How the National Earthquake Hazards Reduction Program Is Advancing Earthquake Safety FEMA Homebuilders’ Guide to Earthquake-Resistant Design and Construction nder the National Earthquake Hazards Reduction Program (NEHRP), the Federal Emergency U Management Agency (FEMA) works to reduce the ever-increasing risks to people and property posed by earthquakes and related hazards in the United States. Preventing losses by designing and constructing buildings to withstand anticipated earthquake forces is one of the key components of mitigation and one of the most effective ways of reducing the costs of future disasters. As part of its mitigation responsibilities under NEHRP, FEMA develops, publishes, and disseminates technical guidance on the design and construction of earthquake-resistant structures. One- and two-family dwellings have traditionally per- formed fairly well in earthquakes because of their relative lightness and regular shape, and, as a result, little technical guidance on the earthquake-resistant design and construction of these dwellings has been developed. While one- and two-family houses typically do not collapse in earthquakes, research and actual full-scale testing of wood-frame buildings recent events have shown that they can sustain significant and components with the development of engineering- damage and be rendered uninhabitable. This is especially based design guidance for future construction. true when sufficient attention is not paid to construction details and when contemporary design dictates the use of The second development was publication in 2000 of the large expanses of windows and irregular footprints. Given the first International Residential Code (IRC) by the sheer number of these buildings in the United States, even International Code Council (ICC). -
Earthquake Engineering of Large Underground Structures
Report No. FHWA/RD-80/195 EARTHQUAKE ENGINEERING OF LARGE UNDERGROUND STRUCTURES January 1981 Final Report Earth's Surface Underground Site DEPARTMENT OF TRANSPORTATION Dte 1 tod i LIBRARY Document is available to the public through the National Technical Information Service, Springfield, Virginia 22161 Prepared for FEDERAL HIGHWAY ADMINISTRATION Offices of Research & Development Structures and Applied Mechanics Division Washington, D.C. 20590 NATIONAL SCIENCE FOUNDATION 1800 G Street, N.W. Washington, D.C. 20550 FOREWORD This report is the result of research conducted by URS/John A. Blume Associates, Engineers, for the Federal Highway Administration (FHWA), Office of Research, under FHWA agreement 7-1-05-14 and the National Science Foundation (NSF) under NSF PFR-7706505. The report will be of interest to those researchers and engineers concerned with assessing the vulnerability of underground tunnels to strong ground motion. Specifically, the current state-of-the-art of earthquake engineering of transportation tunnels and other large underground structures is evaluated. Copies of the report are being distributed by FHWA transmittal memorandum.' Additional., copies may be obtained from the National Technical Information Service, 5285 Port Royal Road, Springfield, Virginia 22161. Charles F. ScheJ Director, Office of Research Federal Highway Administration NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. The contents of this report reflect the views of the contractor, who is responsible for the accuracy of the data pre- sented herein. The contents do not necessarily reflect the official views or policy of the Department of Transportation.