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
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
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
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
Authors:G. Koleva, F. Vaccari, I. Paskaleva, E. Zuccolo, and G. Panza
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
: 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
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
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