Modification of Gaussian Elimination for the Complex System of Seismic Observations

نویسنده

  • Tatyana A. Smaglichenko
چکیده

A method for solving large and sparse systems with complex seismic observations has been developed by revising the classical Gaussian elimination. The observation matrix is divided into a set of smaller cells that can be determined based on clusters of seismic activity. Reliable inversion solutions with minimum error rating are selected within each cell; solutions that are unstable with respect to the same unknown are rejected. After the final sifting, the found unknowns are eliminated from the initial system, subsequently decreasing its dimension. A numerical example is provided to demonstrate how the method can be applied to a real dataset (a case study of the Nagano fault area in central Japan). The result of processing a huge volume of data showed that the P-wave velocity structure is much more complex than the synthetic model, which has been used to check the method effectiveness. The importance of the results for the Earthquake Early Warning (EEW) system is briefly discussed.

برای دانلود رایگان متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Seismic 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 کامل

Improving seismic image in complex structures by new solving strategies in the CO-CRS and the CO-CDS methods

Conventional seismic imaging possesses problem in exposing structural detail in complex geological media. Nevertheless, some recently introduced methods reduce this ambiguity to some extent, by using data based imaging operator or emancipation from the macro-velocity model. The zero offset common reflection surface (ZO-CRS) stack method is a velocity independent imaging technique which is frequ...

متن کامل

Investigating The Seismic Response of Structural Walls Using Nonlinear Static and Incremental Dynamic Analyses

Structural walls commonly used as efficient structural elements to resist lateral and vertical loads. Diverse performance of bearing wall system in past earthquakes, motivates investigation on the adequacy of current seismic design provision for these walls. This study considers seismic performance of model walls of bearing wall and building frame systems designed as ordinary and special struct...

متن کامل

Evaluating Response Modification Factors of Concentrically Braced and Special Moment Steel Frames in Duplex Buildings

Response modification factor (R-factor) is one of the seismic design parameters to consider nonlinear performance of building structures during strong earthquake. Relying on this, many seismic design codes led to reduce earthquake loads imposed to the structure. The present paper tries to evaluate the R-factors of conventional concentric braced frames (CBFs) and special moment frames (MRFs) in ...

متن کامل

An Efficient Algorithm for General 3D-Seismic Body Waves (SSP and VSP Applications)

Abstract The ray series method may be generalized using a ray centered coordinate system for general 3D-heterogeneous media. This method is useful for Amplitude Versus Offset (AVO) seismic modeling, seismic analysis, interpretational purposes, and comparison with seismic field observations.For each central ray (constant ray parameter), the kinematic (the eikonal) and dynamic ray tracing system ...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

عنوان ژورنال:
  • Complex Systems

دوره 20  شماره 

صفحات  -

تاریخ انتشار 2012