调整
发表于 2025-3-30 08:51:28
https://doi.org/10.1007/978-3-663-02405-7ear subgrade reaction modulus). The horizontal response (time history of displacement) of a one-dimensional soil column is first calculated by using wave propagation theory in a level ground (Sect. 4.1 and Chap. 8). The calculated motion is then substituted at the support of springs, which generate dynamic response of the structure.
天空
发表于 2025-3-30 14:05:16
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Reclaim
发表于 2025-3-30 18:10:31
Seismic Force Exerted on Structuresear subgrade reaction modulus). The horizontal response (time history of displacement) of a one-dimensional soil column is first calculated by using wave propagation theory in a level ground (Sect. 4.1 and Chap. 8). The calculated motion is then substituted at the support of springs, which generate dynamic response of the structure.
AVERT
发表于 2025-3-30 21:19:24
Landslidesayey as indicated by the exposed slip plane (Fig. 15.2). Some part of the sliding soil was mixed with water and formed a mud flow (Fig. 15.3). It is not uncommon that sliding mass is significantly fluidized and reaches an unexpectedly long distance.