结合 发表于 2025-3-28 17:40:02
http://reply.papertrans.cn/28/2702/270186/270186_41.pnginsightful 发表于 2025-3-28 21:26:35
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,pellagra 发表于 2025-3-29 01:51:34
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死亡 发表于 2025-3-29 06:43:05
http://reply.papertrans.cn/28/2702/270186/270186_44.pngTremor 发表于 2025-3-29 10:29:25
http://reply.papertrans.cn/28/2702/270186/270186_45.png调情 发表于 2025-3-29 12:58:18
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 observeAnthrp 发表于 2025-3-29 19:15:29
http://reply.papertrans.cn/28/2702/270186/270186_47.png时间等 发表于 2025-3-29 20:44:47
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漫步 发表于 2025-3-30 00:58:55
http://reply.papertrans.cn/28/2702/270186/270186_49.pngoxidize 发表于 2025-3-30 05:48:00
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