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The Post-Earthquake Investigation Field Guide stresses advance planning. It outlines procedures that enable EERI to dispatch investigation teams quickly and effectively when the need arises. The guide also describes procedures for deciding what earthquakes will be investigated; responsibilities of project participants, formation and dispatch of investigation teams; and dissemination of the information collected. It also offers guidelines for specific data collection in the field.
This text offers an informative examination of natural hazard mitigation for planners, policymakers, stu dents, and professionals that work in this field. The topics include guidelines for hurricanes, floods and earthquakes. '
This book provides a systematic review of tomographic applications in seismology and the future directions. Theories and case histories are discussed by the international authors, drawing on their own practical experiences with global and local case histories.
This multi-contributor book provides comprehensive coverage of earthquake engineering problems, an overview of traditional methods, and the scientific background on recent developments. It discusses computer methods on structural analysis and provides access to the recent design methodologies and serves as a reference for both professionals and res
Earthquake-induced soil liquefaction (liquefaction) is a leading cause of earthquake damage worldwide. Liquefaction is often described in the literature as the phenomena of seismic generation of excess porewater pressures and consequent softening of granular soils. Many regions in the United States have been witness to liquefaction and its consequences, not just those in the west that people associate with earthquake hazards. Past damage and destruction caused by liquefaction underline the importance of accurate assessments of where liquefaction is likely and of what the consequences of liquefaction may be. Such assessments are needed to protect life and safety and to mitigate economic, environmental, and societal impacts of liquefaction in a cost-effective manner. Assessment methods exist, but methods to assess the potential for liquefaction triggering are more mature than are those to predict liquefaction consequences, and the earthquake engineering community wrestles with the differences among the various assessment methods for both liquefaction triggering and consequences. State of the Art and Practice in the Assessment of Earthquake-Induced Soil Liquefaction and Its Consequences evaluates these various methods, focusing on those developed within the past 20 years, and recommends strategies to minimize uncertainties in the short term and to develop improved methods to assess liquefaction and its consequences in the long term. This report represents a first attempt within the geotechnical earthquake engineering community to consider, in such a manner, the various methods to assess liquefaction consequences.
Based on the graduate course in Earthquake Hydrology at Berkeley University, this text introduces the basic materials, provides a comprehensive overview of the field to interested readers and beginning researchers, and acts as a convenient reference point.
Given the tremendous toll in human lives and attendant economic losses, it is appropriate that scientists are working hard to understand better earthquakes, with the aim of forecasting and, ultimately, predicting them. In the last decades increasing attention has been paid to the coseismic effects on the natural environment, creating a solid base of empirical data for the estimation of source parameters of strong earthquakes based on geological observations. The recently introduced INQUA scale (Environmental Seismic Intensity-ESI 2007 Scale) of macroseismic intensity clearly shows how the systematic study of earthquake surface faulting, coseismic liquefaction, tsunami deposits and other primary and secondary ground effects can be integrated with 'traditional' seismological and tectonic information to provide a better understanding of the seismicity level of an area and the associated hazards. At the moment this is the only scientific means of equating the seismic records to the seismic cycle time-spans extending the seismic catalogues even to tens of thousands of years, improving future seismic hazard analyses. This Special Publication covers some of the latest multidisciplinary work undertaken to achieve that aim. Eighteen papers from research groups from all continents address a wide range of topics related both to palaeoseismological studies and assessment of macroseismic intensity based only on the natural phenomena associated with an earthquake.
Prepared by the Earthquake Investigation Committee of the Technical Council on Lifeline Earthquake Engineering of ASCE. This TCLEE Monograph describes the performance of lifelines in two earthquakes: the Gujarat earthquake of January 26, 2001, and the Napa earthquake of September 3, 2000. The Gujarat earthquake severely struck the Kutch District of the Gujarat State, India, and resulted in about 17,000 fatalities, 150,000 injuries, and left more than 500,000 homeless. The most heavily damaged lifelines were water and electric power. Other lifelines were substantially affected included communications, wastewater, ports, railways, highways, roads, and bridges. The Napa Earthquake was a moderate-sized earthquake in California. Recorded peak ground accelerations were as high as 0.49g, with a recorded peak ground velocity of 15 inches per second. This report presents the findings for the following lifelines: water, telephone, highways, railroads, ports, hospitals, airports, fire department response, radio communications, highway bridges, electric, and natural gas.