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Pannonian basin and its bearing on the tectonics of basin evolution. PhD thesis Tóth L, Mónus P, Zsíros P, Kiszely M, Kosztyu Z 1996--2001: Hungarian Earthquake Bulletin 1995--2000, GeoRisk Ltd., Budapest

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Earthquakes. Elsevier, Amsterdam Dams and Earthquakes Fujii Y 1995: Pageoph , 144, 19--37. Pageoph

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analytical approach from musicology, urban and memory studies. My research of the above-mentioned topics will be based on two main case studies: the earthquake in 1963 and its 50th anniversary in 2013, as well as the project “Skopje 2014” in the context of

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ground motion during earthquakes). The shear modulus degradation curve can be obtained from the torsional simple shear test, which generates stress-strain hysteresis loops, from which values of the secant shear modulus G sec are computed with the

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between floors are often related to abrupt variations in the geometry of the frame along with the height. There are many examples [ 6, 7 ] of building failures in past earthquakes due to discontinuities in elevation. In reality, structures are often

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Gusev A A, Pavlov V 2006: In: First European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE and 30th General Assembly of the ESC). Geneva, Paper Number 408. Hamzehloo H, Vaccari

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: Synthesis seismograms-III: P wave seismograms from earthquakes, Sci. Rep. BARC-193, 1-73. Douglas A 1967: P signal complexity and source radiation patterns, in Vesiac Report, 7885-X-X, University of Michigan

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Bisztricsány E 1974: Earthquake engineering (in Hungarian). Akadémiai Kiadó, Budapest Bisztricsány E. Earthquake

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. U.S. NRC Regulatory Guide 1.208, A Performance-Based Approach to Define the Site-Specific Earthquake Ground Motion , March 2007. Akkar D. S., Gülkan P. Estimation of cumulative absolute velocity (CAV) from a recently

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Notes 1. Bergdoll's account starts with some basic and useful information: “Its ancient centre destroyed by a violent earthquake and tidal wave on All Saint's Day 1755, Lisbon become overnight the focus

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