Simulation of near source ground motion and its characteristics
β Scribed by S Suzuki; K Asano
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 958 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0267-7261
No coin nor oath required. For personal study only.
β¦ Synopsis
It is fact that the severe ground motions of shear waves have a strong effect on the dynamic behavior of buildings and civil structures. We simulate near source strong motions of a pure shear wave and synthesize small motions, using the parameters based on the recorded accelerograms at the site that is regarded as a base rock in the Osaka basin, Japan. By making use of a stochastic technique, we can easily introduce higher frequency contents in the motions and apply the technique to the synthesis of small waves regarding as a green function. We also introduce to the analysis the useful relationships among the time duration T d , the seismic moment M 0 , the corner frequency f c and the high cutoff frequency f max which were regressed by a simple representation scheme. Considering two active faults that may affect severe damage on buildings and civil structures, we try to predict strong ground motions in Osaka basin and show the characteristics of them.
π SIMILAR VOLUMES
Simulated ground motions from the M 5 6)7 Northridge earthquake and a simulated M 5 7)0 Elysian Park event are generated over a large grid of sites and used as input to mathematical models of six-storey and 20-storey steel-frame buildings. Purpose of the study is to quantify effects of strong near-s
## Abstract This paper focuses on the effects of longβperiod pulse of nearβfault ground motions on the structural damage potential. Two sets of nearβfault ground motion records from ChiβChi, Taiwan earthquake and Northridge earthquake with and without distinct pulse are selected as the input, and t
Current codes of practice in assessing the blast ground motion effect on structures are mainly based on the ground peak particle velocity (PPV) or PPV and the principal frequency (PF) of the ground motion. PPV and PF of ground motion from underground explosions are usually estimated by empirical for