空洞
发表于 2025-3-23 09:54:58
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Inkling
发表于 2025-3-23 16:44:24
1612-1384 ach to numerical solution for a wide range of spatial contact problems of geotechnics. On the basis of the boundary element method new techniques and effective computing algorithms are considered. Special attention is given to the formulation and analysis of the spatial contact models for elastic ba
bibliophile
发表于 2025-3-23 22:01:47
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declamation
发表于 2025-3-24 01:20:09
Static Analysis of Contact Problems for an Elastic Half-Space,lytical methods of their solution. The results obtained in this chapter on developing the mathematical means are the reference data for BEM-based numerical modeling of the spatial contact interaction. The integrated boundary equations of the spatial contact problem are written for the case when the
decipher
发表于 2025-3-24 05:12:22
Computer Implementation of Boundary-Element , ,s. It presents the general characteristics and structure of the . software package for investigating three-dimensional stress-strained states of elastic bases corresponding to the interaction of foundation structures with soil under force factors of general kind. Procedures for creating input databa
巧办法
发表于 2025-3-24 06:33:20
Contact Interaction of Shallow Foundations with Nonhomogeneous Bases, elastic nonclassical bases, are analyzed. The problems under consideration correspond to the modeling of contact interaction of shallow foundations with elastic nonhomogeneous bases. Contact pressure fields under punches of various shape under an eccentric load (a contact problem on a strongly incl
GRIEF
发表于 2025-3-24 10:42:37
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leniency
发表于 2025-3-24 18:49:09
Spatial Contact Problems for Porous Elastic Bases,he pore pressure decline on the soil settlement and cracking as well as the induced seismicity and other environmental hazards due to pumping out gas and oil deposits or intense removal of underground water at industrial or civil engineering is discussed. The methods for numerical modelling of soil
新手
发表于 2025-3-24 19:42:37
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栖息地
发表于 2025-3-25 01:58:19
978-3-642-26616-4Springer-Verlag Berlin Heidelberg 2010