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abaqus 计算分析

是软件还是应用软件分析 dOq*W<%
 
啊

是英文的 水平低比较难看啊  中文的最好了

好东西，多谢~~~~~~~~~~~~~

abaqus pox\Gu~.0  
做的地基承载力分析， ^V v7u@y  
不仅要知其然，还要知其所以然

Thanks

Bearing Capacity of Strip Footings on Two-layer ,;y5Mu8  
Clay Soil by Finite Element Method k+'Rh'>  
Ming Zhu HZ5*PXg~  
Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor
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Abstract: Parametric study was carried out to evaluate the ultimate bearing capacity of a rough A&~G  
strip footing resting on two-layer clay soil. Computations were performed by the commercial finite ,m{Zn"?kS  
element analysis software ABAQUS. The computational results are compared with published !F/;WjHz  
lower bound and upper bound solutions by limit analysis. ~ULuX"n  
Keywords: Bearing Capacity, Strip Footings, Two-layer Soil, Finite Element Method.

Shape Factors for Limit Loads on Square and Rectangular $^INl0Pg  
Footings D*|h c  
Ming Zhu1 and Radoslaw L. Michalowski, F.ASCE2 i{I'+%~R  
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Abstract: Earlier proposals for shape factors used in calculations of bearing capacity of square and rectangular footings are examined. RvZi%)  
These proposals are based on empirical data for small footings, whereas a new suggestion for these factors presented in this paper is based Vx;f/CH3!  
on the elasto-plastic model of the soil and finite element analysis. The earlier factors modifying the contribution of cohesion and H|tbwU)J  
overburden were found to be conservative, but acceptable in design. However, the earlier proposals for the shape factor that affects the 1RY}mq  
contribution of the soil weight to the bearing capacity indicate contradictory trends, and the factor calculated in this paper is suggested as 1?]Gl+}  
an alternative. 2/PaXI/Z  
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(223) X<Rh-1$8F  
CE Database subject headings: Footings; Foundations; Bearing capacity; Shape; Finite element method; Three-dimensional ,v4Z[ (  
analysis; Limit states.

           

介绍一下详细内容，谢谢

期待着下载，谢谢提供，谢谢

辛苦了 看看好好学习一下