Determination of Authentic Formulae for Seismic Acceleration Decay in the Bohemian Massif
نویسندگان
چکیده
Two seismic profiles were established for experimental determination of a decrease of the maximum ground motion acceleration amplitudes as a function of the distance and magnitude of seismic sources. Profile I (direction N-S) was equipped by four accelerometers in the period from 2003 July 1 till 2004 December 31. At present, five additional seismometers are dislocated along the Profile II (NW-SE). In this paper, only mining tremors from Legnica-Głogów rockbursts region recorded on Profile I were processed. The local seismic service of Lubin mine yielded data about geographic and time coordinates of foci, as well as local magnitude ML. Magnitude values ML were correlated with magnitude values MV given in the bulletins of near seismic events, recorded by the Czech regional seismic network. Preliminary acceleration attenuation relation was derived for Profile I in the Bohemian massif. Input magnitude ML data are in the interval 2.7-4.1 and epicentre distances are 100-250 km. The obtained relation was compared with two relations derived for data abroad.
منابع مشابه
Seismic Hazard Assessment and Determination of Maximum Design Base Acceleration of Yazd
According to Iranian code of practice for seismic resistant design of buildings standard No. 2800, Yazd is located in the place with the medium earthquake hazard [1]. Due to the position of Yazd with many historical and important buildings, maintaining these traditional heritages is an important task in civil engineering field. On account of these mentioned valuable buildings and region potenti...
متن کاملSeismic Design of Steel Structures Based on Ductility and Incremental Nonlinear Dynamic Analysis
In this paper a simple tool for seismic design of steel structures for a selected ductility level is presented. For this purpose, a consistent set of earthquakes is selected and sorted based on the maximum acceleration of ground surface. The selected records are applied as the base motion to a single-degree-of-freedom system with strain hardening and the maximum response acceleration is determi...
متن کاملOPTIMIZATION OF ENDURANCE TIME ACCELERATION FUNCTIONS FOR SEISMIC ASSESSMENT OF STRUCTURES
Numerical simulation of structural response is a challenging issue in earthquake engineering and there has been remarkable progress in this area in the last decade. Endurance Time (ET) method is a new response history based analysis procedure for seismic assessment and structural design in which structures are subjected to a gradually intensifying dynamic excitation and their seismic performanc...
متن کاملThe Effect of Compressive Strength Reduction of Column Section Expose due to Freezing-Thawing Cycles on the Seismic Performance of Bridges
One of the serious damages of tremendous earthquakes is the damage to bridges as the major components in an arterial road network, as relief operation is interrupted following cutting roads. Regardless of the magnitude and severity of an earthquake, other factors are also important in the strength and seismic performance of concrete bridges. Freezing-thawing cycles are among the factors, whi...
متن کاملDETERMINATION OF ATTENUATION RELATIONSHIPS USING AN OPTIMIZATION PROBLEM
The main objective of this study is to present new method on the basis of genetic algorithms for attenuation relationship determination of horizontal peak ground acceleration and spectral acceleration. The proposed method employs the optimization capabilities of genetic algorithm to determine the coefficients of attenuation relationships of peak ground and spectral accelerations. This method ha...
متن کامل