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Eastern Mediterranean
PUB. 132 SAILING DIRECTIONS (ENROUTE) ★ EASTERN MEDITERRANEAN ★ Prepared and published by the NATIONAL IMAGERY AND MAPPING AGENCY Bethesda, Maryland © COPYRIGHT 2003 BY THE UNITED STATES GOVERNMENT NO COPYRIGHT CLAIMED UNDER TITLE 17 U.S.C. 2003 TENTH EDITION For sale by the Superintendent of Documents, U.S. Government Printing Office Internet: http://bookstore.gpo.gov Phone: toll free (866) 512-1800; DC area (202) 512-1800 Fax: (202) 512-2250 Mail Stop: SSOP, Washington, DC 20402-0001 How to Keep this Book Corrected 0.0 As initially published, this book contains material based 0.0 Between Editions, the Record of Corrections Published in upon information available in the National Imagery and Weekly Notice to Mariners, located below, affords an Mapping Agency through the date given in the preface. The alternative system for recording applicable Notice to Mariners publication of New Editions will be announced in Notice to numbers. The Summary of Corrections, Volume 5, contains a Mariners. Instructions for ordering the latest Edition will be cumulative list of corrections for Sailing Directions from the found in CATP2V01U, Ordering Procedures. date of publication. Reference to the Summary of Corrections should be made as required. 0.0 In the interval between Editions, information that may 0.0 Book owners will be placed on the Notice to Mariners amend material in this book is published in the weekly Notice mailing list on request to the DEFENSE LOGISTICS to Mariners. The Notice to Mariners number and year can also AGENCY, DSC-R, ATTN: Product Center 9, 8000 Jefferson be marked on the applicable page of the Sailing Directions. -
Examples of Manuscript Components and Description of Electronic
Proceedin gs Third UJNR Workshop on Soil-Structure Interaction, March 29-30, 2004, Menlo Park, California, USA. Strong Motion Site Effects in the Athens, 1999 Earthquake Dominic Assimaki,a) and Eduardo Kausel b) During the 1999 Athens Earthquake, the town of Adàmes, located on the eastern side of the Kifissos river canyon, experienced unexpectedly heavy damage. Despite the significant amplification potential of the slope geometry, topography effects cannot alone explain the uneven damage distribution within a 300m zone behind the crest, characterized by a rather uniform structural quality. This paper illustrates the important role of soil stratigraphy, material heterogeneity and soil-structure interaction on the formulation of surface ground motion. For this purpose, we first perform elastic two-dimensional wave propagation analyses based on available local geotechnical and seismological data, and validate our results by comparison with aftershock recordings. Next, we conduct nonlinear time-domain simulations that include spatial variability of soil properties and soil-structure interaction effects, to reveal their additive contribution in the topographic motion aggravation. INTRODUCTION It has been long recognized that topography can significantly affect the amplitude and frequency characteristics of ground motion during seismic events. In the recent past, documented observations from destructive seismic events show that buildings located at the tops of hills, ridges and canyons, suffer more intense damage than those located at the base: -
Greece) Michael Foumelis1,*, Ioannis Fountoulis2, Ioannis D
ANNALS OF GEOPHYSICS, 56, 6, 2013, S0674; doi:10.4401/ag-6238 Special Issue: Earthquake geology Geodetic evidence for passive control of a major Miocene tectonic boundary on the contemporary deformation field of Athens (Greece) Michael Foumelis1,*, Ioannis Fountoulis2, Ioannis D. Papanikolaou3, Dimitrios Papanikolaou2 1 European Space Agency (ESA-ESRIN), Frascati (Rome), Italy 2 National and Kapodistrian University of Athens, Department of Dynamics Tectonics and Applied Geology, Athens, Greece 3 Agricultural University of Athens, Department of Geological Sciences and Atmospheric Environment, Laboratory of Mineralogy and Geology, Athens, Greece Article history Received October 19, 2012; accepted May 20, 2013. Subject classification: Satellite geodesy, Crustal deformations, Geodynamics, Tectonics, Measurements and monitoring. ABSTRACT while there are sufficient data for the period after 1810 A GPS-derived velocity field is presented from a dense geodetic network [Ambraseys and Jackson 1990]. Reports on damage and (~5km distance between stations) established in the broader area of displacement of ancient monuments [Papanastassiou Athens. It shows significant local variations of strain rates across a major et al. 2000, Ambraseys and Psycharis 2012] suggest in inactive tectonic boundary separating metamorphic and non-metamor- turns that Attica region has experienced several strong phic geotectonic units. The southeastern part of Athens plain displays earthquakes in the past. It is interesting that despite the negligible deformation rates, whereas towards the northwestern part unexpected catastrophic seismic event of September 7, higher strain rates are observed, indicating the control of the inactive tec- 1999, Mw=6.0 [Papadimitriou et al. 2002], no further tonic boundary on the contemporary deformation field of the region. monitoring of the region was held. -
Stiff Soil Amplification Effects in the 7 September 1999 Athens (Greece)
Soil Dynamics and Earthquake Engineering 21 2001) 671±687 www.elsevier.com/locate/soildyn Stiff soil ampli®cation effects in the 7 September 1999 Athens Greece) earthquake G.D. Bouckovalas*, G.P. Kouretzis Geotechnical Division, Department of Civil Engineering, National Technical University of Athens, Patission 42, 10682 Athens, Greece Accepted 13 July 2001 Abstract The Athens, Greece, earthquake of 7 September 1999 provided a number of reliable strong motion recordings and well-de®ned patterns of damage at sites with known geological and geotechnical conditions. Joint evaluation of this evidence shows that the very stiff soils of the Athens basin, compared to the nearby outcropping soft rocks, have ampli®ed the peak horizontal acceleration by an average of 40% or more and have shifted elastic response spectra to higher periods. US and the European seismic code provisions NEHRP-97 and EC-8), place stiff soils and soft rocks at the same site category and consequently fail to predict these adverse effects. A larger number of site categories and new site coef®cients that depend on the seismic excitation frequency appear necessary in order to overcome this de®cit of the codes. q 2001 Elsevier Science Ltd. All rights reserved. Keywords: Athens earthquake; Site characterization; Seismic codes; Soil ampli®cation 1. Introduction speculation for rupture directivity and local site ampli®cation phenomena. On 7 September 1999 11:56:50.5 GMT) a violent earth- Following a brief seismological review, this paper quake of Ms 5.9 struck the western bounds of the greater presents results from a site-speci®c analysis of main-shock metropolitan area of Athens, at 18 km distance from the strong motion recordings and the on-going correlation of historical center. -
Correlation of Structural Seismic Damage with Fundamental Period of RC Buildings
Open Journal of Civil Engineering, 2013, 3, 45-67 http://dx.doi.org/10.4236/ojce.2013.31006 Published Online March 2013 (http://www.scirp.org/journal/ojce) Correlation of Structural Seismic Damage with Fundamental Period of RC Buildings Anastasia K. Eleftheriadou, Athanasios I. Karabinis Laboratory of RC, Department of Civil Engineering, Democritus University of Thrace, Xanthi, Greece Email: [email protected] Received March 8, 2012; revised April 20, 2012; accepted May 5, 2012 ABSTRACT The sufficient estimation of the natural period of vibration constitutes an essential step in earthquake design and as- sessment and its role in the development of seismic damage is investigated in the current research. The fundamental period is estimated for typical reinforced concrete building types, representative of the building stock of Southern Europe, according to existing relationships. The building typologies also represent groups of 180,945 existing damaged buildings of an observational database created after the Athens (7-9-1999) near field earthquake. The estimated funda- mental periods are correlated to several degrees of the recorded damage. Important conclusions are drawn on the pa- rameters (height, structural type, etc.) that influence the seismic response and the development of damage based on the wide database. After conducting a correlation analysis, noticeable is the difference between the seismic demand of the elastic spectrum of the first (1959), the contemporary (2003) Greek Seismic Code and the values of peak ground accel- erations of several Athens earthquake records. Moreover, PGAs in most records are often between the lower and the upper bound of the estimated fundamental periods for RC buildings with regular infills (n-normal) and with ground lev- els without infill panels (p-pilotis) regardless the height. -
D. Giannopoulos , E. Sokos , K. Konstantinou , A. Lois , G-Akis Tselentis (Email: [email protected]) Crustal Dynamics Vs Anisotropy
Temporal variation of shear-wave splitting parameters related to Movri Mountain earthquake in northwest Peloponnese (Greece) (1) University of Patras, (2) Institute of Geophysics, Department of Geology, National Central University, (1) (1) (2) (1) (1) EGU2012-8549 Seismology Laboratory, Taiwan GD2.2/GMPV6.5/SM3.7/TS3.8 Greece D. Giannopoulos , E. Sokos , K. Konstantinou , A. Lois , G-Akis Tselentis (email: [email protected]) Crustal Dynamics vs Anisotropy 21o20’ 21o30’ 21o40’ ABSTRACT Patraikos Gulf Patras DATA RESULTS For the purpose of this study three-component recordings are needed from stations in continuous operation during the periods before and after the occurrence After the analysis we obtained valid results (ö, dt) from 10 seismic events On June 8, 2008, at 12:25 GMT, a Mw 6.4 earthquake occur- Kefallonia of the Movri Mountain earthquake. The only station in the study area that satisfied the above criterion was Riolos station (RLS) which is operating since the for the period before the occurrence of the Movri Mountain earthquake Ionian red in the area of northwest Peloponnese, western Greece. Thrust July of 2001. No other seismological station around the epicenter was equipped with three-component seismometers and operating continuously in the and from 122 seismic events for the period after the earthquake (Fig. 2, 3). Ionian Sea Araxos Kato Achaia The epicenter was located in the municipality of Movri 35km H studied time period. The station is part of the seismological network of the Institute of Geodynamics, National Observatory of Athens (GI-NOA) and the e l Peloponnese le Polarization directions. Before the earthquake, the polarization southwest of Patras. -
Assessment of Seismic Risk for Museum Artifacts 1 2 3 C.C
th The 14 World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China ASSESSMENT OF SEISMIC RISK FOR MUSEUM ARTIFACTS 1 2 3 C.C. Spyrakos , Ch.A. Maniatakis and I.M. Taflampas 1 Professor, Dept. of Civil Engineering, Laboratory for Earthquake Engineering National Technical University, Athens, Greece 2 Civil Engineer, PhD Candidate, Dept. of Civil Engineering, Laboratory for Earthquake Engineering National Technical University, Athens, Greece 3 Civil Engineer, Dept. of Civil Engineering, Laboratory for Earthquake Engineering National Technical University, Athens, Greece Email: [email protected], [email protected], [email protected] ABSTRACT: The protection of several types of museum collections against seismic hazard is increasingly gaining the interest of scientists and governments, as their damage is in many cases irreparable. Special programs of earthquake preparedness are conducted in order to mitigate the expected hazard, especially for earthquake - prone countries, such as the countries of eastern Mediterranean. In this study several types of art object failures caused by earthquakes are presented and risk mitigation methods are described. The magnitudes of Peak Ground Acceleration (PGA) and Peak Ground Velocity (PGV) that can cause failure are determined for a sample of representative artifacts applying suitable criteria. Several earthquakes are considered to determine the distance from the causative fault at which failure is expected using appropriate attenuation relationships and theoretical models for both near- and far-fault regions. KEYWORDS: museum artifacts, seismic risk, failure criteria, attenuation relationships, near-far fault regions 1. INTRODUCTION 1.1 Seismicity in Greece The eastern Mediterranean Sea including Italy, Balkan countries, Cyprus and Turkey is well known for the noteworthy history of the native civilizations. -
2Nd Christmas Slalom Cup
2nd Christmas Slalom Cup 14-15 DECEMBER 2019 ROUNDS: 3 SLALOM + FINAL SITE: LAKE KAIAFAS, ZACHARO, GR map It’s an easy 3.5 hour of highway drive, from Athens International Airport to Kaiafas Lake. Type of competition International competition with ranking list homologation. PRELIMINARY Best of 3 rounds and FINAL in slalom The best 8 results by overall points from all the categories will go to the final. The first 4 athletes from the final round will have cash prizes according to the number of participants. 30€ from each entry fee will be given for the cash prize. 1st place 40% from the collected money 2nd place 30% from the collected money 3rd place 20% from the collected money 4th place 10% from the collected money Entry Deadline: All entries must be received by Sunday December 1nd by mail to [email protected], [email protected] Maximum number of entries is 45 skiers. Final participants list available by Monday December 2nd Final Schedule available by Wednesday December 11th Entry fee: 180€ per skier (30€ per skier will be used for cash prize for the 4 first skiers) To be paid by Friday 13th December Training: Training is available Friday prior to competition. Training cost 40€ per 6 passes For all bookings you can contact Angeliki Papadimitriou 6944367516 Official tow-boat: Mastercraft prostar 190 TT engine 6.0L Prop 13,7x17,5B Zero off current edition Rev S Officials Panel Chief Judge Alexopoulos Dimos Homologator Alexandris George Scorer Kostoula Sophia Judge 1 Balais Aristotelis Judge 2 Hatzis George Judge 3 Eleftheriadou -
Kilada Hills Golf Resort Porto Heli, Peloponnese, GREECE Founders Program
Kilada Hills Golf Resort Porto Heli, Peloponnese, GREECE Founders Program WWW.DOLPHINCI.COM WWW.NICKLAUS.COM WWW.HARTHOWERTON.COM WWW.ARCISGOLF.COM WWW.ZONIRO.COM Introduction Dolphin Capital is excited to announce the launching of the Founders Amongst many other privileges, Kilada Hills Founding Members will Program at Kilada Hills Golf Resort. enjoy the following benefits: 2 Kilada Hills is the new golf resort community to be developed by Dolphin • A c. 2,000m freehold Lot overlooking the Golf Course with the Capital in the greater Porto Heli area of the Peloponnese. It comprises a new right to build a villa of up to 800m2 Jack Nicklaus Signature Golf Course, a Clubhouse, a Beach Club and other sports amenities. A luxury hotel and a sports wellness center are also planned • Lifetime Membership for the Founder and immediate family for later phases. • Two Years of Free Dues upon course opening The Kilada Hills Founders Program is a limited offering to become a Founding Member of what is expected to be the most exclusive Golf Club in Greece • Preferred pricing and discounts in other amenities of the resort and arguably in the Eastern Mediterranean. By submitting a fully refundable €5,000 deposit, interested buyers will have the opportunity to become one • Founder’s name engraved in an honorary plaque in the Golf of 40 Founding Members at a price of €500,000. Each Founding Member Clubhouse (optional) receives a large Lot, Lifetime Membership and other benefits. The €20 million of proceeds from the Founders Program will be placed in an escrow account until the completion, within a maximum of three years from launch, of the Golf Course, Clubhouse, Beach Club, Lot infrastructure and amenities at Kilada Hills. -
Surface Deformation During the Mw 6.4 (8 June 2008) Movri Mountain Earthquake in the Peloponnese, and Its Implications for the Seismotectonics of Western Greece
See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/233447964 Surface deformation during the Mw 6.4 (8 June 2008) Movri Mountain earthquake in the Peloponnese, and its implications for the seismotectonics of western Greece Article in International Geology Review · February 2010 DOI: 10.1080/00206810802674329 CITATIONS READS 28 94 3 authors: Ioannis Koukouvelas Sotirios Kokkalas University of Patras Khalifa University 109 PUBLICATIONS 1,865 CITATIONS 70 PUBLICATIONS 1,003 CITATIONS SEE PROFILE SEE PROFILE P. Xypolias University of Patras 69 PUBLICATIONS 1,102 CITATIONS SEE PROFILE Some of the authors of this publication are also working on these related projects: Palaeoseismological investigation of faults in Greece View project Tectonometamorphic evolution of the Hellenides during the Late Cretaceous to Eocene View project All content following this page was uploaded by Ioannis Koukouvelas on 31 May 2014. The user has requested enhancement of the downloaded file. This article was downloaded by: [HEAL-Link Consortium] On: 25 November 2009 Access details: Access Details: [subscription number 772810551] Publisher Taylor & Francis Informa Ltd Registered in England and Wales Registered Number: 1072954 Registered office: Mortimer House, 37- 41 Mortimer Street, London W1T 3JH, UK International Geology Review Publication details, including instructions for authors and subscription information: http://www.informaworld.com/smpp/title~content=t902953900 Surface deformation during the Mw 6.4 -
Visa & Residence Permit Guide for Students
Ministry of Interior & Administrative Reconstruction Ministry of Foreign Affairs Directorate General for Citizenship & C GEN. DIRECTORATE FOR EUROPEAN AFFAIRS Immigration Policy C4 Directorate Justice, Home Affairs & Directorate for Immigration Policy Schengen Email: [email protected] Email: [email protected] www.ypes.gr www.mfa.gr Visa & Residence Permit guide for students 1 Index 1. EU/EEA Nationals 2. Non EU/EEA Nationals 2.a Mobility of Non EU/EEA Students - Moving between EU countries during my short-term visit – less than three months - Moving between EU countries during my long-term stay – more than three months 2.b Short courses in Greek Universities, not exceeding three months. 2.c Admission for studies in Greek Universities or for participation in exchange programs, under bilateral agreements or in projects funded by the European Union i.e “ERASMUS + (placement)” program for long-term stay (more than three months). - Studies in Greek universities (undergraduate, master and doctoral level - Participation in exchange programs, under interstate agreements, in cooperation projects funded by the European Union including «ERASMUS+ placement program» 3. Refusal of a National Visa (type D)/Rights of the applicant. 4. Right to appeal against the decision of the Consular Authority 5. Annex I - Application form for National Visa (sample) Annex II - Application form for Residence Permit Annex III - Refusal Form Annex IV - Photo specifications for a national visa application Annex V - Aliens and Immigration Departments Contacts 2 1. Students EU/EEA Nationals You will not require a visa for studies to enter Greece if you possess a valid passport from an EU Member State, Iceland, Liechtenstein, Norway or Switzerland. -
Amtsblatt L 261
ISSN 0376-9453 Amtsblatt L 261 39. Jahrgang der Europäischen Gemeinschaften 15 . Oktober 1996 Ausgabe in deutscher Sprache Rechtsvorschriften Inhalt I Veröffentlichungsbedürftige Rechtsakte Verordnung (EG) Nr. 1967/96 der Kommission vom 9 . Oktober 1996 zur Festsetzung der Höhe der Agrarteilbeträge und Zusatzzölle, die vom 1 . Juli bis 31 . Dezember 1996 bei der Einfuhr der unter die Verordnung (EG) Nr. 3448/93 des Rates fallenden Waren aus der Schweiz in die Gemeinschaft anzuwenden sind * Verordnung (EG) Nr. 1968/96 der Kommission vom 14 . Oktober 1996 zur Festsetzung der Oliven- und Olivenölerträge für das Wirtschaftsjahr 1995/96 13 Verordnung (EG) Nr. 1969/96 der Kommission vom 14 . Oktober 1996 über die Lieferung von Pflanzenöl im Rahmen der Nahrungsmittelhilfe 31 Verordnung (EG) Nr. 1970/96 der Kommission vom 14 . Oktober 1996 zur Eröffnung und Verwaltung eines gemeinschaftlichen Zollkontingents für Hirse des KN-Codes 1008 20 00 34 Verordnung (EG) Nr. 1971/96 der Kommission vom 14. Oktober 1996 zur Senkung der im Wirtschaftsjahr 1996/97 geltenden Grund- und Ankaufs preise für Orangen , Mandarinen und Clementinen wegen Überschreitung der für das Wirtschaftsjahr 1995/96 festgesetzten Interventionsschwellen 36 Verordnung (EG) Nr . 1972/96 der Kommission vom 14. Oktober 1996 zur Festle gung pauschaler Einfuhrwerte für die Bestimmung der im Sektor Obst und Gemüse geltenden Einfuhrpreise 39 II Nicht veröffentlichungsbedürftige Rechtsakte Kommission 96/595/EG : Entscheidung der Kommission vom 30. September 1996 zur Änderung der Entscheidung 93/402/EWG über die Veterinärbedingungen und Veterinär zeugnisse für die Einfuhr von frischem Fleisch aus südamerikanischen Län dern (') 41 (') Text von Bedeutung für den EwR 2 Bei Rechtsakten, deren Titel in magerer Schrift gedruckt sind, handelt es sich um Rechtsakte der laufenden Verwaltung im Bereich der Agrarpolitik, die normalerweise nur eine begrenzte Geltungsdauer haben .