Spectral shape discrimination of narrow‐band sounds

1992 ◽  
Vol 92 (5) ◽  
pp. 2586-2597 ◽  
Author(s):  
David M. Green ◽  
Bruce G. Berg ◽  
Huanping Dai ◽  
David A. Eddins ◽  
Zekiye Onsan ◽  
...  
1991 ◽  
Vol 89 (4B) ◽  
pp. 1911-1911 ◽  
Author(s):  
Bruce G. Berg ◽  
David M. Green

Author(s):  
Michel Olagnon ◽  
Zakoua Gue´de´

Rainflow counting is widely accepted as the method that is most suited to analysis of fatigue damage of materials submitted to irregular loading. Formulas such as the Wirsching-Light and the Dirlik one allow to take into account spectral shape and bandwidth in an empirical or semi-empirical manner to obtain a best estimate damage reduction of the rainflow counting with respect to the narrow-band approximation. However, if one considers parametric shape families of common use for the spectra, a more straightforward way is to make damage depend on the shape parameter of the family rather than on the spectral moments. We provide here such semi-empirical parametric formulas for the Jonswap, Wallops, Triangle and Power-tail families. In addition, the ICA formula allows us to extend the above formulas to the well-known bimodal spectral shape proposed by Ochi-Hubble.


1985 ◽  
Vol 77 (S1) ◽  
pp. S80-S80
Author(s):  
Louis D. Braida ◽  
Yoshiko Ito ◽  
Charlotte M. Reed ◽  
Nathaniel I. Durlach

1987 ◽  
Vol 81 (4) ◽  
pp. 1085-1092 ◽  
Author(s):  
Catherine L. Farrar ◽  
Charlotte M. Reed ◽  
Yoshiko Ito ◽  
Nathaniel I. Durlach ◽  
Lorraine A. Delhorne ◽  
...  

2014 ◽  
Vol 595 ◽  
pp. 137-142 ◽  
Author(s):  
Edén Bojórquez ◽  
Alfredo Reyes-Salazar ◽  
Sonia E. Ruiz

In this study, various alternative vector-valued ground motion intensity measures (IMs) are used to estimate maximum inter-story drifts and hysteretic energy demands of steel framed buildings under long duration narrow-band ground motions. The vectors are based on the spectral acceleration at first mode of the structure as first parameterSa (T1). As the second parameter of the vector,IMsrelated to peak, integral and spectral shape parameters are selected. It is concluded that spectral-shape-based vector-valuedIMshave the best relation with maximum inter-story drift and energy demands in steel frames subjected to narrow-band earthquake ground motions.


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