Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station

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Dept. of Arch. and Civil Engineering, Kobe University, Rokko-dai 1-1, Nada, Kobe 657-8501, Japan ^{[1
]}

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]}

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来源：

Earthqua. Eng. Struct. Dyn. | 1600年 / 6卷 / 813-821期

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摘要：

Columns (structural) - Dynamic loads - Mathematical models - Natural frequencies - Seismic waves - Underground structures

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[1] Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station
Uenishi, K
Sakurai, S
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2000, 29 (06): : 813 - 821
[2] Introduction to papers on the 1995 Hyogo-ken Nanbu (Kobe) earthquake
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[3] Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake
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[4] Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake
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[5] Damage to masonry buildings caused by the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake
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[7] Learning from the 1995 Hyogo-ken Nanbu Earthquake
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[8] Why the heaviest damages occurred in Kobe during the Hyogo-ken Nanbu earthquake, Japan 1995
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[9] Some characteristics of the stress field of the 1995 Hyogo-ken Nanbu (Kobe) earthquake
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[10] Decametric radiation of the time of the Hyogo-ken Nanbu earthquake near Kobe in 1995
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Geophys Res Lett, 18 (2433-2436):

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