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    Short-term prediction of medium-and large-size earthquakes based on Markov and extended self-similarity analysis of seismic data

    , Article Lecture Notes in Physics ; Volume 705 , 2006 , Pages 281-301 ; 00758450 (ISSN) ; 3540353739 (ISBN); 9783540353737 (ISBN) Rahimi Tabar, M. R ; Sahimi, M ; Ghasemi, F ; Kaviani, K ; Allamehzadeh, M ; Peinke, J ; Mokhtari, M ; Vesaghi, M ; Niry, M. D ; Bahraminasab, A ; Tabatabai, S ; Fayazbakhsh, S ; Akbari, M ; Sharif University of Technology
    2006
    Abstract
    We propose a novel method for analyzing precursory seismic data before an earthquake that treats them as a Markov process and distinguishes the background noise from real fluctuations due to an earthquake. A short time (on the order of several hours) before an earthquake the Markov time scale tM increases sharply, hence providing an alarm for an impending earthquake. To distinguish a false alarm from a reliable one, we compute a second quantity, T1, based on the concept of extended self-similarity of the data. T1 also changes strongly before an earthquake occurs. An alarm is accepted if both tM and T1 indicate it simultaneously. Calibrating the method with the data for one region provides a... 

    Seismic performance of an innovative structural system having seesaw motion and columns equipped with friction dampers at base level

    , Article Structural Design of Tall and Special Buildings ; 2016 ; 15417794 (ISSN) Hosseini, M ; Fekri, M ; Yekrangnia, M ; Sharif University of Technology
    John Wiley and Sons Ltd  2016
    Abstract
    Most seismic design codes accept heavy damages to buildings in case of large earthquakes, provided that they are prevented against collapse. However, this leads to unacceptable consequences, such as very large volume of the required reconstruction works, in large populated cities. One way to get rid of these adverse consequences is using the idea of combining rocking/seesaw motion of the building's structure and energy dissipation at base level to create buildings easily repairable even after a large earthquake. In the present study, this idea has been employed for designing steel buildings with seesaw motion capability by using a central massive column at ground floor, with elastic behavior...