Method of calculating forces in buildings subject to bed deformations induced by underground excavations

被引：2
作者：
Pushilin A.N. [1 ]
Favorov A.V. [1 ]
Sheinin V.I. [1 ]
机构：
[1] Scientific-Research Institute of Foundations and Underground Structures,
来源：
Soil Mechanics and Foundation Engineering | 2007年 / 44卷 / 3期
关键词：
Underground Structure; Shear Stiffness; Transverse Force; Subsidence Basin; Underground Excavation;
D O I：
10.1007/s11204-007-0014-1
中图分类号：
学科分类号：
摘要：
Basic positions of a procedure for calculating forces in buildings subject to bed deformation induced by underground excavations are presented with, among other things, consideration of the shear stiffness of the building modeled. Examples of calculations are cited for specific structure and bed parameters with the underground excavation residing at different depths. The significance of accounting for the shear stiffness of the structure is established when evaluating the deformations and forces. The potential for use of the method is addressed for the solution of other geotechnical problems. © Springer Science+Business Media, Inc. 2007.
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收藏
页码：77 / 82
页数：5
相关论文
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