Art

J-GLOBAL ID：201002217796513812   Reference number：10A1615238

FREQUENCY RESPONSE CHARACTERISTICS OF BENDER ELEMENT TEST SYSTEM IDENTIFIED BY FREQUENCY-SWEPT SIGNAL INPUT-INFLUENCE ON ACCURACY OF RECEIVED WAVEFORM RECONSTRUCTION-

振動数スウィープ入力によって同定したベンダー要素試験の周波数応答特性:受信波形再生の精度に及ぼす影響

Author (5)： OGINO Toshihiro (Akita Univ., JPN) ,  MITACHI Toshiyuki (Nihon Univ., JPN) ,  OIKAWA Hiroshi (Nihon Univ., JPN) ,  TAKAHASHI Takayuki (Nihon Univ., JPN) ,  TSUSHIMA Masaki (Akita National Coll. Technol., JPN)
Material： Soils and Foundations  (地盤工学会論文報告集)
Volume： 50  Issue： 5  Page： 737-745  Publication year： Oct. 2010 
JST Material Number： X0684A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： frequency ,  *test ,  *frequency response ,  waveform ,  accuracy ,  *identification ,  *reproducibility
Semi thesaurus term： *ベンダー要素試験 ,  frequency response

JST classification (1)： Field surveys,soil tests  (RA03020I)

Reference (12)：

• Aoshima, N.(1981): Computer-generated pulse signal applied for sound measurement, Journal of the Acoustical Society of America, 69, 1484-1486.
• Blewett, J., Blewett, I. J. and Woodward, P. K.(2000): Phase and amplitude responses associated with the measurement of shearwave velocity in sand by bender elements, Canadian Geotechnical Journal, 37, 1348-1357.
• Brignoli, E. G. M., Gotti, M. and Stokoe, K. H., II (1996): Measurement of shear waves in laboratory specimens by means of piezoelectric transducers, Geotechnical Testing Journal, 19(4), 384-397.
• Dyvik, R. and Madshus, C.(1985): Laboratory measurements of G_max using bender elements, Proc. Advances in the Art of Testing Soil under Cyclic Loading, ASCE, 186-196.
• Greening, P. D. and Nash, D. F. T.(2004): Frequency domain determination of G₀ using bender elements, Geotechnical Testing Journal, 27(3), 288-293.

Terms in the title (8)： 振動数 ,  スウィープ ,  同定 ,  ベンダー ,  要素 ,  試験 ,  周波数応答特性 ,  受信波