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Titlebook: Developments in Earthquake Geotechnics; Susumu Iai Book 2018 Springer International Publishing AG 2018 Earthquakes and Geotechnical Engine

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樓主: negation
41#
發(fā)表于 2025-3-28 17:40:02 | 只看該作者
42#
發(fā)表于 2025-3-28 21:26:35 | 只看該作者
Large Deformation (Finite Strain) Analysis: Theory,ription by a relation between the Cauchy effective stress and the Euler-Almansi strain tensors. Material description of the incremental form is derived through the material time derivative of the integrated form. The counterpart in the spatial description is derived through the Lie time derivative,
43#
發(fā)表于 2025-3-29 01:51:34 | 只看該作者
Large Deformation (Finite Strain) Analysis: Application, decrease the amount of deformations compared to the infinitesimal deformation analysis in these three cases. This tendency becomes more significant as the amplitude of the input ground motions increases. We also perform a centrifuge model test to investigate the large deformation mechanism of lique
44#
發(fā)表于 2025-3-29 06:43:05 | 只看該作者
45#
發(fā)表于 2025-3-29 10:29:25 | 只看該作者
46#
發(fā)表于 2025-3-29 12:58:18 | 只看該作者
Pressure Relief and Safety Devicesgative skin friction became equal to about 50% of the pre-blast positive skin friction. Despite significant ground settlement, pile settlement was relatively small. A neutral plane approach for computing pile settlement resulting from negative skin friction provided reasonable agreement with observe
47#
發(fā)表于 2025-3-29 19:15:29 | 只看該作者
48#
發(fā)表于 2025-3-29 20:44:47 | 只看該作者
Pressure Relief and Safety Devicesspecial structures. The development of microzonation map of seismic risk has been initiated for Jakarta city. The academic draft for Indonesian earthquake master plan has been prepared based on assessment from several aspects, i.e. basic sciences, engineering and risk analysis, and social and legal
49#
發(fā)表于 2025-3-30 00:58:55 | 只看該作者
50#
發(fā)表于 2025-3-30 05:48:00 | 只看該作者
Regulations Pertaining to Compressed Gasesominates the response. This means that the structure-foundation system can be reduced to a single degree of freedom (SDOF) model..The form of the shallow foundation moment-rotation curve obtained from experimental and computational modelling is approximately hyperbolic; the nonlinear shape is due in
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