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Static analysis for tall building tube-in-tube structures with variable cross-section on semi-infinite elastic subgrade

机译:具有可变横截面的高层建筑管管结构静态分析 - 半无限弹性路基

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摘要

In the paper a new semi-analytical method for three-dimensional analysis of interactions between semi-infinite elastic subgrade and foundation and superstructure of tall buildings is developed. Some satisfying conclusions are obtained by the static analysis for the tube-in-tube structure adopted by Guangdong Guomao Building. The various subgrade stiffness for evaluating elastic strain energy stored in subgrade was as well inferred by using the principle of energy equivalency.
机译:在本文中,开发了一种新的半无限弹性路基与高层建筑基础与基础与基础之间相互作用的三维分析的新分析方法。一些令人满意的结论是通过广东国宝建设采用的管管结构的静态分析来获得。通过使用能量等效原理,可以推断用于评估存储在路基中的弹性应变能量的各种路基刚度。

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