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06-202501-G23-1282⼀⽂审稿意见与作者答复 Download(1298KB)06-202501-G23-1282⼀⽂审稿意见与作者答复
Figures of the Article
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Slope analysis model
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Displacement compatibility conditions
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Flow chart of seismic slope displacement analysis
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Time histories of acceleration of seismic motion (horizontal direction)
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Curves of Fourier spectrum of seismic acceleration in horizontal direction (in semilog coordinate)
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Maximum equivalent accelerations of different slices in sliding mass
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Contour map of horizontal displacement of slopes under different earthquake ground motions
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Horizontal relative displacements of slopes under different earthquake ground motions
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Time histories of acceleration of seismic motion (vertical direction)
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Horizontal relative displacements of slope under different earthquake ground motions
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Different distributions of multi-point seismic motions
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Permanent displacements of slopes under multi-point seismic motions with different distributions
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Main section of Lexington Dam[41]
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Time histories of input motion
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Maximum equivalent accelerations of different slices in sliding mass
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Permanent displacements of Lexington Dam under different seismic excitations
Tables of the Article
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Main parameters of earthquake ground motions
地震动编号(RSN) 地震名称 场地名称 矩震级 场地-断层
距离/km峰值加速度
PGA/g峰值速度
PGV/(cm·s-1)平均主导频率[37]
fm/Hz水平向 竖向 水平向 竖向 水平向 竖向 4097 Parkfield-02, CA Slack Canyon 6.00 2.99 0.21 0.11 25.94 8.72 1.40 1.74 1012 Northridge-01 LA 00 6.69 19.07 0.26 0.18 28.85 6.05 2.29 5.95 3932 Tottori, Japan OKYH14 6.61 26.51 0.45 0.17 23.22 3.13 6.28 10.99 -
Main soil parameters adopted for Lexington Dam[41]
材料 重度γ/(kN·m-3) 黏聚力c/kPa 内摩擦角φ/(°) 剪切波速vs/(m·s-1) 心墙 18 12.8 27.5 450 坝壳 18 0 36 549 坝基土层1 20 0 40 762 坝基土层2 20 0 40 914 基岩 22 — — 1219
