Characteristics of Near-Fault Ground Motions by Dynamic Thrust Faulting: Two-Dimensional Lattice Particle Approaches

نویسندگان

  • Baoping Shi
  • James N. Brune
چکیده

Two-dimensional lattice particle models have been used to simulate dynamic thrust faulting and its effects on near-fault ground motions. The lattice particle modeling approach has been demonstrated as an efficient way to model the dynamic rupture phenomena observed from a foam rubber experiment on dipping faults. We constructed a 42 dipping fault model to simulate near-fault ground motions under different site conditions in which different combinations of fault geometry (blind fault underlying a sedimentary layer and outcropping thrust models) and near-surface sedimentary layers were investigated. In particular, dynamic behaviors between a blind fault with an overlying sedimentary layer and an outcropping fault without a sedimentary layer were compared. In this simulation, a dynamic slip pulse accompanied by fault separation was initiated at the deepest part of the fault and propagated updip along the fault under a subshear rupture velocity. A strong asymmetrical ground-motion pattern on the hanging wall and footwall, caused by nearsource rupture effects, was observed. Rupture directivity played an important role in determining the size and distribution of peak ground velocities and accelerations on the hanging wall and footwall. In the case of an outcropping thrust without a sedimentary layer, the hanging wall underwent a stronger ground motion, caused by the near-surface breakout phase, as the rupture reached the free surface. In the case of a blind thrust overlying a sedimentary layer, the peak ground particle velocity and acceleration could be much larger on the footwall. This is a result of the amplification effect of trapped long-period seismic energy in the sedimentary layer. The seismic energy emitted from the rupture-stopping phase was incident to the sedimentary layer and radiated under the rupture directivity effect. The radiated long-period seismic energy was trapped in the sedimentary layer, propagating away from the fault trace toward the footwall side. The numerical results show that, for an initial slip of 5 to 5.5 m, the horizontal peak ground velocity and acceleration could reach about 1.5 m/sec and 2g, respectively, on the footwall for a blind thrust with a sedimentary layer. With the same initial slip level, the peak ground velocity and acceleration were about 1. 1 m/sec and 1.5g, respectively, on the hanging wall for an outcropping thrust without a sedimentary layer. These results can partially explain the field observations of precarious rock distributions and overturned transformers in the vicinity of the White Wolf Fault during the 1952 Ms 7.6 Kern County earthquake. Furthermore, the current simulation can be used for near-fault strong-motion prediction for large thrust faults in the Los Angeles Basin or similar tectonic settings around the world.

برای دانلود 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

بررسی اثر پارامترهای خاص گسلش و موقعیت مکانی ساختگاه بر مشخصات پالس حوزه نزدیک گسل

The characteristics of near-fault ground motion are investigated considering heterogeneous slip distribution on the fault plane. Areas on the fault plane with large slip in compare with the average slip on the fault are known as asperity. The characteristics of strong ground motions in near-fault area are strongly affected by faulting parameters such as asperity location, maximum slip of asperi...

متن کامل

Seismic Fragility Assessment of Steel SMRF Structures under Various Types of Near Fault Forward Directivity Ground Motions

In this paper, the seismic collapse probability of special steel moment-resisting frame (SSMRF) structures under near fault pulse-like and far fault ordinary ground motions is evaluated through fragility analysis. For this purpose, five sample frames with 3 to 15 stories are designed and imposed to the ground motion excitations with different characteristics. Fragility curves are derived for th...

متن کامل

Seismic Behavior of Jacket Offshore Platform Subjected to Near and Far Field Ground Motions

Offshore structures such as jacket platforms have to inevitably be designed against  sever  environmental actions. In seismically active areas these structures also become susceptible to earthquake excitations. Strong ground motions recorded  in recent earthquakes, including the 1995 Kobe, Japan, 1999 Chi-chi, Taiwan and 1999 Kocaeli, Turkey earthquakes, revealed that the dynamic motions in nea...

متن کامل

Investigation of seismic damage index due to water level changes in reservoir through nonlinear dynamic analysis under Far-Fault and Near-Fault ground motions

In this study, reservoir water level effects on nonlinear dynamic response of concrete gravity dams are investigated. For this purpose, the nonlinear behavior of the dam concrete is captured using the concrete damage plasticity (CDP) on the non associated flow rule assumption. Water in the reservoir is represented by the Lagrangian (displacement-based) fluid finite elements. The program ABAQUS ...

متن کامل

GENERATION OF OPTIMIZED SPECTRUM COMPATIBLE NEAR-FIELD PULSE-LIKE GROUND MOTIONS USING ARTIFICIAL INTELLIGENCE

The existence of recorded accelerograms to perform dynamic inelastic time history analysis is of the utmost importance especially in near-fault regions where directivity pulses impose extreme demands on structures and cause widespread damages. But due to the scarcity of recorded acceleration time histories, it is common to generate proper artificial ground motions. In this paper an alternative ...

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

برای دانلود 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

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2005