Site Effects from Ambient Noise Measurements and Seismic Hazard Assessment in Northern Tel Aviv
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Integration of HVSR Measures and Stratigraphic Constraints for Seismic Microzonation Studies: the Case Of(ME) Oliveri P
Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | Open Access Nat. Hazards Earth Syst. Sci. Discuss., 2, 2597–2637, 2014 Natural Hazards www.nat-hazards-earth-syst-sci-discuss.net/2/2597/2014/ and Earth System doi:10.5194/nhessd-2-2597-2014 © Author(s) 2014. CC Attribution 3.0 License. Sciences Discussions This discussion paper is/has been under review for the journal Natural Hazards and Earth System Sciences (NHESS). Please refer to the corresponding final paper in NHESS if available. Integration of HVSR measures and stratigraphic constraints for seismic microzonation studies: the case of Oliveri (ME) P. Di Stefano, D. Luzio, P. Renda, R. Martorana, P. Capizzi, A. D’Alessandro, N. Messina, G. Napoli, S. Todaro, and G. Zarcone Dipartimento di Scienze della Terra e del Mare – DiSTeM, University of Palermo, Italy Received: 6 March 2014 – Accepted: 1 April 2014 – Published: 10 April 2014 Correspondence to: R. Martorana (raff[email protected]) Published by Copernicus Publications on behalf of the European Geosciences Union. 2597 Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | Abstract Because of its high seismic hazard the urban area of Oliveri has been subject of first level seismic microzonation. The town develops on a large coastal plain made of mixed fluvial/marine sediments, overlapping a complexly deformed substrate. In order to iden- 5 tify points on the area probably suffering relevant site effects and define a preliminary Vs subsurface model for the first level of microzonation, we performed 23 HVSR mea- surements. A clustering technique of continuous signals has been used to optimize the calculation of the HVSR curves. -
Israel Electric Corporation
Israel Electric Corporation (From Wikipedia, the free encyclopedia) Government-owned Corporation Address: P.O.B. 10, Haifa 31000 Telephone: 972-4-8182222 Fax: 972-4-8501850 Website: www.israel-electric.co.il IEC headquarters in Haifa, Israel abbreviation: IEC) is the , לישראל חברת החשמל :Israel Electric Corporation (Hebrew main supplier of electrical power in Israel. IEC builds, maintains and operates power generation stations, sub-stations, as well as the transmission and distribution networks. The company is the sole integrated electric utility in the State of Israel and generates, transmits and distributes substantially all the electricity used in the State of Israel. The State of Israel owns approximately 99.85% of the Company. The Company was incorporated in mandatory Palestine on March 29, 1923, with its main object to produce, supply, distribute and sell electricity to the consumers. Israel Electric Corp. was first registered under the name "The Palestine Electricity, Corporation Limited", which was changed in the year 1961 to its present name "The Israel Electric Corporation Limited". The IEC is one of the largest industrial companies in Israel, owning and operating 17 power stations sites (including 5 major thermal power stations) with an aggregate installed generating capacity of 10,899 MW. In 2006, the Company sold 46,175 GWh, of electricity. To meet projected future electricity demand, the Company's capital investment program provides for the addition of 2,578 MW of installed capacity by the end of 2011. The company has over 12,000 employees and provides electricity and services to 2.4 million households. The Orot Rabin power station owned by the IEC has Israel's tallest structure, a chimney, standing at 300m, while Tel Aviv's distinctive Reading Power Station was one of its earliest. -
Delek Cover English 04.2006
ANNUAL REPORT 2005 Delek Group Ltd 7, Giborei Israel St., P.O.B 8464, Industrial Zone South, Netanya 42504, Israel Tel: 972 9 8638444, 972 9 8638555 Fax: 972 9 885495 www.delek-group.com Table of Contents: Chapter A Corporate Description Chapter B Director's Report on the Corporation Chapter C Financial Statements for December 31, 2004 Chapter D Additional Information on the Corporation Chapter E MATAV - CABLE SYSTEMS MEDIA LTD IMPORTANT This document is an unofficial translation from the Hebrew original of the 2005 annual report of Delek Group Ltd. that was submitted to the Tel-Aviv Stock Exchange and the Israeli Securities Authority on March 29, 2006. The Hebrew version submitted to the TASE and the Israeli Securities Authority shall be the sole binding version. Investors are urged to review the full Hebrew report. Part One – A Description of the General Development of the Company's Businesses 1. The Company's Activities and the Development of its Business ......................... 3 2. Sectors of Operation .................................................................................................. 6 3. Equity Investments in the Company and Transactions in its Shares................... 7 4. Dividend Distribution ................................................................................................. 8 5. Financial Information Regarding the Group's Sectors........................................... 9 6. The General Environment and Outside Influences................................................. 9 7. Oil Refining Sector -
A Technical Note on Seismic Microzonation in the Central United States
A Technical Note on Seismic Microzonation in the Central United States Zhenming Wang Kentucky Geological Survey University of Kentucky Lexington, Kentucky 40506 USA Email: [email protected] Phone: 1-859-257-5500 Accepted by the Journal of Earth System Science March 2008 Abstract Microzonation is an effort to evaluate and map potential hazards in an area, urban areas in particular, that could be induced by strong ground shaking during an earthquake. These hazards include ground-motion amplification, liquefaction, and slope failure. The microzonation maps, depicting ground-motion amplification, liquefaction, and landslide potential, can be produced if the ground motion on bedrock (input) and the site conditions are known. These maps, in combination with ground-motion hazard maps (on bedrock), can be used to develop a variety of hazard mitigation strategies such as seismic risk assessment, emergency response and prepareness, and land-use planning. The maps have certain limitations, however, that result from the nature of regional mapping, data limitations, generalization, and computer modeling. These microzonations show that when strong ground shaking occurs, damage is more likely to occur, or be more severe, in the higher hazard areas. The zones shown on the hazard maps should not serve as a substitute for site-specific evaluations. Keywords: earthquake, seismic hazard, strong ground motion, amplification, liquefaction Introduction Although earthquakes occur infrequently in the central United States, there is certain seismic hazard and risk, particularly in the New Madrid region, where the well-known New Madrid Seismic Zone (NMSZ) is located (Fig. 1). Between 1811 and 1812, at least three large earthquakes, with magnitudes estimated between M7.0 and M8.0, occurred during a 3-month period in the area (Nuttli, 1973). -
Principles and Practices of Seismic Microzonation: Case Studies in India
Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances 2010 - Fifth International Conference on Recent in Geotechnical Earthquake Engineering and Advances in Geotechnical Earthquake Soil Dynamics Engineering and Soil Dynamics 28 May 2010, 8:00 am - 8:30 am Principles and Practices of Seismic Microzonation: Case Studies in India T. G. Sitharam Indian Institute of Science, India P. Anbazhagan Indian Institute of Science, India K. S. Vipin Indian Institute of Science, India Follow this and additional works at: https://scholarsmine.mst.edu/icrageesd Part of the Geotechnical Engineering Commons Recommended Citation Sitharam, T. G.; Anbazhagan, P.; and Vipin, K. S., "Principles and Practices of Seismic Microzonation: Case Studies in India" (2010). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 7. https://scholarsmine.mst.edu/icrageesd/05icrageesd/session12/7 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. PRINCIPLES AND PRACTICES OF SEISMIC MICROZONATION: CASE STUDIES IN INDIA P. Anbazhagan, K.S. Vipin, T.G. Sitharam, Professor, Lecturer, Research scholar, Department of Civil Engineering, Dept of Civil Engg, Dept of Civil Engg, Indian Institute of Science, Indian Institute of Science, Indian Institute of Science, Bangalore, India, 560012. -
SEISMIC MICROZONATION of VLADIKAVKAZ CITY: HISTORICAL REVIEW and MODERN TECHNIQUES Paper Title Line 2
SEISMIC MICROZONATION OF VLADIKAVKAZ CITY: HISTORICAL REVIEW AND MODERN TECHNIQUES Paper Title Line 2 V.B. Zaalishvili, D.A. Melkov, O.G. Burdzieva, B.V. Dzeranov, I.L. Gabeeva, A.S. Kanukov, V.D. Shepelev, A.F. Gabaraev Center of Geophysical Investigations of VSC RAS & RNO-A, Vladikavkaz, Russian Federation SUMMARY: Seismic microzonation (SMZ) is a method of zoning the city or a large construction site in zones of the same ground response for standard seismic effect of a certain level and assessment of the relative changes in the characteristics of vibrations on the surface relative to reference site to which the initial intensity is attributed. In this paper the approach used abroad is integrated with the achievements of Russian scientists, especially in the field of the instrumental method, which is the main method of SMZ. Seismic conditions of the territory of Vladikavkaz city were objects of the investigations, as the basis for seismic resistant design and construction. Development of the final map of seismic microzonation was based on the results of instrumental (weak earthquakes registration, seismic impedance and microseisms tools) and calculational (Multiple Reflected Waves and FEM tools) methods, as well as newly developed instrumental- calculational method. For the first time in Russia on the basis of probabilistic seismic hazard maps of the territory of North Ossetia probabilistic maps of seismic microzonation were designed. Keywords: seismic hazard, seismic microzonation, site effect, GIS 1. INTRODUCTION Seismic microzonation (SMZ) can be viewed as a method of zoning ofa city or a large construction site in sites with the same groundresponse for standard seismic effect of a certain level and assessment of the relative changes in the characteristics of vibrations on the surface relative to the characteristics of vibrations of so-called reference site to which the initial intensity is attributed. -
Seismic Hazard Assessment – a Holistic Microzonation Approach
Nat. Hazards Earth Syst. Sci., 9, 1445–1459, 2009 www.nat-hazards-earth-syst-sci.net/9/1445/2009/ Natural Hazards © Author(s) 2009. This work is distributed under and Earth the Creative Commons Attribution 3.0 License. System Sciences Seismic hazard assessment – a holistic microzonation approach S. K. Nath and K. K. S. Thingbaijam Dept. of Geology and Geophysics, Indian Institute of Technology, Kharagpur, India Received: 16 February 2009 – Revised: 27 June 2009 – Accepted: 5 August 2009 – Published: 14 August 2009 Abstract. The probable mitigation and management issues either through a deterministic or probabilistic approach, the of seismic hazard necessitate seismic microzonation for haz- former delivers absolute values, while the latter estimates ard and risk assessment at the local level. Such studies are the same in terms of probability of non-exceedance corre- preceded with those at a regional level. A comprehensive sponding to a certain determined level at a site of interest. A framework, therefore, encompasses several phases from in- quasi-deterministic or quasi-probabilistic approach employs formation compilations and data recording to analyses and a hybrid seismological, geological, geomorphological, and interpretations. The state-of-the-art methodologies involve geo-technically guided framework wherein all the potential multi-disciplinary approaches namely geological, seismo- hazard attributing features are considered with relative rank- logical, and geotechnical methods delivering multiple per- ings in a logic tree, fuzzy set, or hierarchical concept (Nath, spectives on the prevailing hazard in terms of geology and 2005). geomorphology, strong ground motion, site amplification, site classifications, soil liquefaction potential, landslide sus- Regional hazard zonations do not incorporate local and ceptibility, and predominant frequency. -
Natural Gas and Israel's Energy Future
Environment, Energy, and Economic Development A RAND INFRASTRUCTURE, SAFETY, AND ENVIRONMENT PROGRAM THE ARTS This PDF document was made available from www.rand.org as a public CHILD POLICY service of the RAND Corporation. CIVIL JUSTICE EDUCATION ENERGY AND ENVIRONMENT Jump down to document6 HEALTH AND HEALTH CARE INTERNATIONAL AFFAIRS NATIONAL SECURITY The RAND Corporation is a nonprofit research POPULATION AND AGING organization providing objective analysis and effective PUBLIC SAFETY solutions that address the challenges facing the public SCIENCE AND TECHNOLOGY and private sectors around the world. SUBSTANCE ABUSE TERRORISM AND HOMELAND SECURITY TRANSPORTATION AND INFRASTRUCTURE Support RAND WORKFORCE AND WORKPLACE Browse Books & Publications Make a charitable contribution For More Information Visit RAND at www.rand.org Explore the RAND Environment, Energy, and Economic Development Program View document details Limited Electronic Distribution Rights This document and trademark(s) contained herein are protected by law as indicated in a notice appearing later in this work. This electronic representation of RAND intellectual property is provided for non-commercial use only. Unauthorized posting of RAND PDFs to a non-RAND Web site is prohibited. RAND PDFs are protected under copyright law. Permission is required from RAND to reproduce, or reuse in another form, any of our research documents for commercial use. For information on reprint and linking permissions, please see RAND Permissions. This product is part of the RAND Corporation technical report series. Reports may include research findings on a specific topic that is limited in scope; present discus- sions of the methodology employed in research; provide literature reviews, survey instruments, modeling exercises, guidelines for practitioners and research profes- sionals, and supporting documentation; or deliver preliminary findings. -
Probabilistic Assessment of Earthquake Losses at Different Scales Considering Lost Economic Production Due to Premature Loss of Lives
Departament d’Enginyeria del Terreny, Cartogràfica i Geofísica Programa de Doctorat: Enginyeria Sísmica i Dinàmica Estructural PROBABILISTIC ASSESSMENT OF EARTHQUAKE LOSSES AT DIFFERENT SCALES CONSIDERING LOST ECONOMIC PRODUCTION DUE TO PREMATURE LOSS OF LIVES Ph.D. Thesis By: Mario Andrés Salgado Gálvez Advisors: Dr. Martha L. Carreño Dr. Alex H. Barbat Barcelona, March 2016 PROBABILISTIC ASSESSMENT OF EARTHQUAKE LOSSES AT DIFFERENT SCALES CONSIDERING LOST ECONOMIC PRODUCTION DUE TO PREMATURE LOSS OF LIVES By: Mario Andrés Salgado Gálvez To Maria Elisa and Mario ACKNOWLEDGMENTS First of all I want to thank my family for their continuous and complete support in my professional and academic activities in spite of my absences or my absent presences. Without their support and advice this thesis could had not been completed. I want to also thank, in a very special way, my thesis directors, Martha Liliana Carreño and Alex H. Barbat for their continuous support, confidence, encouragement and trust in its development; their advice was very useful at all stages of this research and is highly appreciated. A big thank you to Omar Darío Cardona who introduced me to the seismic risk and disaster risk management topics and his gruelling, motivation to innovate and continuous patronage has been very important during the last seven years. Thanks to Professor Mario Ordaz for his continuous and uninterested advice and also for teaching me that serious, honest, ethical, disciplined and rigorous work, although requiring transiting a long and winding road, also delivers a lot of personal and professional satisfaction. Also thanks to Professor Luis E. García who back in 2008 introduced me accidentally to the seismic hazard assessment field and opened new paths in my professional development. -
Seismic Microzonation: Principles, Practices and Experiments Sitharam, T
Seismic Microzonation: Principles, Practices and Experiments Sitharam, T. G Professor, Department of Civil Engineering ,Indian Institute of Science, Bangalore, India-560012 [email protected] and Anbazhagan P Lecturer, Department of Civil Engineering ,Indian Institute of Science, Bangalore, India-560012 [email protected] ABSTRACT This paper presents an over view of the seismic microzonation and the grade/level based study along with methods used for estimating hazard. The principles of seismic microzonation along with some current practices are discussed. Summary of seismic microzonation experiments carried out in India is presented. A detailed work of seismic microzonation of Bangalore has been presented as a case study. In this case study, a seismotectonic map for microzonation area has been developed covering 350 km radius around Bangalore, India using seismicity and seismotectonic parameters of the region. For seismic microzonation Bangalore Mahanagar Palike (BMP) area of 220 km2 has been selected as the study area. Seismic hazard analysis has been carried out using deterministic as well as probabilistic approaches. Synthetic ground motion at 653 locations, recurrence relation and peak ground acceleration maps at rock level have been generated. A detailed site characterization has been carried out using borehole with standard penetration test (SPT) “N” values and geophysical data. The base map and 3-dimensional sub surface borehole model has been generated for study area using geographical information system (GIS). Multichannel analysis of surface wave (MASW) method has been used to generate one-dimensional shear wave velocity profile at 58 locations and two- dimensional profile at 20 locations. These shear wave velocities are used to estimate equivalent shear wave velocity in the study area at every 5m intervals up to a depth of 30m. -
Annotated Bibliography of the Potential Environmental Impacts of Chlorination and Disinfection Byproducts Relevant to Offshore Liquefied Natural Gas Port Facilities
OCS Study MMS 2006-071 Coastal Marine Institute Annotated Bibliography of the Potential Environmental Impacts of Chlorination and Disinfection Byproducts Relevant to Offshore Liquefied Natural Gas Port Facilities U.S. Department of the Interior Cooperative Agreement Minerals Management Service Coastal Marine Institute Gulf of Mexico OCS Region Louisiana State University OCS Study MMS 2006-071 Coastal Marine Institute Annotated Bibliography of the Potential Environmental Impacts of Chlorination and Disinfection Byproducts Relevant to Offshore Liquefied Natural Gas Port Facilities Authors Richard F. Shaw Kevin W. Baggett December 2006 Prepared under MMS Contract 1435-01-04-CA-32806-39264 by Louisiana State University Coastal Fisheries Institute Department of Oceanography and Coastal Sciences School of the Coast and Environment Baton Rouge, Louisiana 70803 Published by U.S. Department of the Interior Cooperative Agreement Minerals Management Service Coastal Marine Institute Gulf of Mexico OCS Region Louisiana State University DISCLAIMER This report was prepared under contract between the Minerals Management Service (MMS) and Louisiana State University. This report has been technically reviewed by the MMS and has been approved for publication. Approval does not signify that the contents necessarily reflect the view and policies of the MMS, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. It is, however, exempt from review and in compliance with MMS editorial standards. REPORT AVAILABILITY Extra copies of this report may be obtained from the Public Information Office at the following address: U.S. Department of the Interior Minerals Management Service Gulf of Mexico OCS Region Public Information Office (MS 5034) 1201 Elmwood Park Blvd. -
Shear Wave Velocity and Soil Type Microzonation Using Neural Networks and Geographic
Shear wave velocity and soil type microzonation using Neural Networks and Geographic Information System Mohammad Motalleb Nejad1, Mohammad Sadegh Momeni 2, Kalehiwot Nega Manahiloh 3 Abstract Frequent casualties and massive infrastructure damages are strong indicators of the need for dynamic site characterization and systematic evaluation of a site’s sustainability against hazards. Microzonation is one of the most popular techniques in assessing a site's hazard potential. Improving conventional macrozonation maps and generating detailed microzonation is a crucial step towards preparedness for hazardous events and their mitigation. In most geoscience studies, the direct measurement of parameters imposes a huge cost on projects. On one hand, field tests are expensive, time-consuming, and require specific high-level expertise. Laboratory methods, on the other hand, are faced with difficulties in perfect sampling. These limitations foster the need for the development of new numerical techniques that correlate simple-accessible data with parameters that can be used as inputs for site characterization. In this paper, a microzonation algorithm that combines neural networks (NNs) and geographic information system (GIS) is developed. In the field, standard penetration and downhole tests are conducted. Atterberg limit test and sieve analysis are performed on soil specimens retrieved during field-testing. The field and laboratory data are used as inputs, in the integrated NNs-GIS algorithm, for developing the microzonation of shear wave velocity and soil type of a selected site. The algorithm is equipped with the ability to automatically update the microzonation maps upon addition of new data. Keywords: Geographic information system (GIS); neural networks (NNs); shear wave velocity (Vs); in- situ testing; unified soil classification system (USCS); microzonation; standard penetration test (SPT); Atterberg limits.