# [1]宋贞网,王修信.橡胶垫基础隔震建筑的地震作用简化计算[J].东南大学学报(自然科学版),2002,32(6):964-968.[doi:10.3969/j.issn.1001-0505.2002.06.031] 　Song Zhenwang,Wang Xiuxin.Simplified calculation formula of earthquake action of a base-isolated building with rubber bearings[J].Journal of Southeast University (Natural Science Edition),2002,32(6):964-968.[doi:10.3969/j.issn.1001-0505.2002.06.031] 点击复制 橡胶垫基础隔震建筑的地震作用简化计算() 分享到： var jiathis_config = { data_track_clickback: true };

32

2002年第6期

964-968

2002-11-20

## 文章信息/Info

Title:
Simplified calculation formula of earthquake action of a base-isolated building with rubber bearings

1 江苏省建筑科学研究院,南京 210008; 2 东南大学土木工程学院,南京 210096
Author(s):
1 Jiangsu Institute of Building Science, Nanjing 210008, China
2 College of Civil Engineering, Southeast University, Nanjing 210096, China

Keywords:

TU311.3
DOI:
10.3969/j.issn.1001-0505.2002.06.031

Abstract:
A simplified calculation method is discussed, in which the superstructure is idealized as a shear-type model. Meantime the isolated system adopts the double-linear resilience curve. The practical calculation formulas of the earthquake action are put forward, which consider the correlation of the factors such as parameters of the earthquake, parameters of the structure and the dynamic characteristics parameters of the structure. The calculation of the method is simple and the method is suitable for the isolated system with the double-linear resilience curve.

## 参考文献/References:

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[2] Skinner R I,Robinson W H,McVerry G H.工程隔震概论[M].北京:地震出版社,1996.126-153.
[3] 周福霖.工程结构减震控制[M].北京:地震出版社,1997.241-259.
[4] 龚思礼,魏琏,谢君斐,等.GB111—89建筑抗震设计规范[S].北京:中国建筑工业出版社,1989.65-78.
[5] 宋贞网.橡胶基础隔震建筑的非线性动力响应及其地震作用的简化计算[D].东南大学土木工程系,2000.
[6] 李俊.建筑结构基础混合隔震的振动分析与工程应用[D].东南大学土木工程系,1999.
[7] 高振世,朱继澄,唐九如,等.建筑结构抗震设计[M].北京:中国建筑工业出版社,1995.277-282.

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