Analysis of Earthquake-resistant Capacity of Shallow-buried Subway Station Structures in Soft Soil

林利民; 陈健云

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Analysis of Earthquake-resistant Capacity of Shallow-buried Subway Station Structures in Soft Soil

更新时间：2025-12-11

- Analysis of Earthquake-resistant Capacity of Shallow-buried Subway Station Structures in Soft Soil
- Issue 3, Pages: 268-273(2006)
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  CLC： 231.4
- Published：2006
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[1]林利民,陈健云.软土中浅埋地铁车站结构的抗震性能分析[J].防灾减灾工程学报,2006(03):268-273.

林利民, 陈健云. Analysis of Earthquake-resistant Capacity of Shallow-buried Subway Station Structures in Soft Soil[J]. 2006, (3): 268-273.
[1]林利民,陈健云.软土中浅埋地铁车站结构的抗震性能分析[J].防灾减灾工程学报,2006(03):268-273. DOI：

林利民, 陈健云. Analysis of Earthquake-resistant Capacity of Shallow-buried Subway Station Structures in Soft Soil[J]. 2006, (3): 268-273. DOI：

摘要

两侧采用粘弹性人工边界

底部为全约束

建立合理的土与地下结构相互作用模型

通过有限元软件分析

比较研究土—地下结构相互作用分析中埋深、土层分布和结构类型等因素对地下结构抗震性能的影响。结果表明

埋深对地下结构影响比较大

选择合适的地质土层和结构类型能大大提高结构抗震性能。

Abstract

A reasonable model is proposed of soil-underground structure interaction with viscous-elastic artificial boundary condition on both sides and with restrictions at the buttom.By using FEM software

the effects of some key factors

such as the buried depth

the condition of soil layers and the styles of structure

on the earthquake-resistant capacity of underground structure are studied.It is demonstrated that the buried depth has great effects on the seismic response of underground structure

and the earthquake-resistant capacity of structure can be improved greatly if the soil layers and type of structure are appropriately selected.

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references

地下结构与土动力相互作用试验研究 [J]. 宫必宁,赵大鹏. 地下空间 . 2002(04)

无限地基辐射阻尼对溪洛渡拱坝地震响应的影响 [J]. 吴健,金峰,张楚汉,王光纶. 岩土工程学报 . 2002(06)

深圳地铁地震反应分析 [J]. 高峰,关宝树. 西南交通大学学报 . 2001(04)

地铁工程结构破坏的竖向地震力影响分析 [J]. 于翔,钱七虎,赵跃堂,郭志昆. 解放军理工大学学报(自然科学版) . 2001(03)

结构-地基动力相互作用问题分析的一种直接方法 [J]. 刘晶波,吕彦东. 土木工程学报 . 1998(03)

土—地下结构动力相互作用有限元分析 [D]. 陶明星. 西北工业大学 2004

大跨度地下结构动力计算模型研究 [D]. 晏成明. 河海大学 2003

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