Sun Jia-le, Wu Jian-xun. A Study on the Equivalent Stiffness Formula Taking the Frame-Foundation-Soil Interaction into Account[J]. Journal of Beijing University of Technology, 1986, 12(3): 57-67.
Citation:
Sun Jia-le, Wu Jian-xun. A Study on the Equivalent Stiffness Formula Taking the Frame-Foundation-Soil Interaction into Account[J]. Journal of Beijing University of Technology, 1986, 12(3): 57-67.
Sun Jia-le, Wu Jian-xun. A Study on the Equivalent Stiffness Formula Taking the Frame-Foundation-Soil Interaction into Account[J]. Journal of Beijing University of Technology, 1986, 12(3): 57-67.
Citation:
Sun Jia-le, Wu Jian-xun. A Study on the Equivalent Stiffness Formula Taking the Frame-Foundation-Soil Interaction into Account[J]. Journal of Beijing University of Technology, 1986, 12(3): 57-67.
A Study on the Equivalent Stiffness Formula Taking the Frame-Foundation-Soil Interaction into Account
In this paper,a simplified equivalent stiffness formula in continuous fraction form is presented based on the mechanism of frame-foundation -soil interaction.In comparison with the modified Meyerhof's formula, this formula is more conformable to the finite development of structure stiffness.Meyerhof's formula is only a special case of this formula.
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