系列 发表于 2025-3-30 10:54:38

http://reply.papertrans.cn/88/8713/871227/871227_51.png

incontinence 发表于 2025-3-30 14:00:01

http://reply.papertrans.cn/88/8713/871227/871227_52.png

最小 发表于 2025-3-30 16:31:42

http://reply.papertrans.cn/88/8713/871227/871227_53.png

infringe 发表于 2025-3-30 23:23:22

http://reply.papertrans.cn/88/8713/871227/871227_54.png

Nonflammable 发表于 2025-3-31 02:45:48

http://reply.papertrans.cn/88/8713/871227/871227_55.png

absorbed 发表于 2025-3-31 06:24:24

http://reply.papertrans.cn/88/8713/871227/871227_56.png

抚慰 发表于 2025-3-31 09:48:35

Modeling and Analysis of Soil-Pile Interaction for Dynamic Loading-A Review, true nonlinear behavior and response of the structures subjected to dynamic loading. This article is an attempt to review some appropriate tools to model the soil-pile interaction with more emphasis on the modeling of soil media. Various approaches, their applicability, practical considerations and

建筑师 发表于 2025-3-31 13:25:34

Micromechanical Modeling of the Seismic Response of Gravity Retaining Walls,mic excitation on the response of the wall was analyzed under different conditions. The computational approach is able to capture essential dynamic response patterns such as the effect of resonance on amplifying the response and the failure of the wall as it underwent excessive rotation and displace

cacophony 发表于 2025-3-31 20:06:44

Physical Modeling and Analysis of Site Liquefaction Subjected Biaxial Dynamic Excitations,ss-strain histories. The measured results along with the obtained time histories are used to shed the light on the mechanisms of liquefaction occurring through the stratum under uniaxial shaking. It also shows the effect of soil relative density on soil behavior when subjected to biaxial shaking. Th

Amorous 发表于 2025-3-31 23:51:07

http://reply.papertrans.cn/88/8713/871227/871227_60.png
页: 1 2 3 4 5 [6] 7
查看完整版本: Titlebook: Soil Dynamics and Soil-Structure Interaction for Resilient Infrastructure; Proceedings of the 1 Tarek Abdoun,Sherif Elfass Conference proce