# [1]郑廷银,赵惠麟.高层建筑支撑钢框架结构二阶位移的实用计算[J].东南大学学报(自然科学版),2000,30(4):43-47.[doi:10.3969/j.issn.1001-0505.2000.04.008] 　Zheng Tingyin,Zhao Huiling.A Practical Approach for Second Order Displacements of Braced Steel Frames in Tall Buildings[J].Journal of Southeast University (Natural Science Edition),2000,30(4):43-47.[doi:10.3969/j.issn.1001-0505.2000.04.008] 点击复制 高层建筑支撑钢框架结构二阶位移的实用计算() 分享到： var jiathis_config = { data_track_clickback: true };

30

2000年第4期

43-47

2000-07-20

## 文章信息/Info

Title:
A Practical Approach for Second Order Displacements of Braced Steel Frames in Tall Buildings

Author(s):
College of Civil Engineering, Southeast University, Nanjing 210096

Keywords:

TU973+.23
DOI:
10.3969/j.issn.1001-0505.2000.04.008

Abstract:
For studing the practical approach of braced steel frames in tall buildings, second order effect of structures is transformed into negative stiffness according to equivalent principle. In from, a derived basis differential equation by application of this model is equal to derived basic differential equation by first order theory. This equation is very convenient in practical use, and the reliability of the methods is inspected by an example.

## 参考文献/References:

[1] 中国建筑技术研究院.JGJ99—98高层民用建筑钢结构技术规程.北京:中国建筑工业出版社,1998
[2] 史密斯 B S,库尔 A.高层建筑结构分析与设计.陈瑜等译校.北京:地震出版社,1993.304～314,461～466,570～579
[3] 梁启智.高层建筑结构分析与设计.广州:华南理工大学出版社,1992.98～102,256～270
[4] Chen W F,Kim Seung-Eock.LRFD steel design using advanced analysis.New York:CRC Press,1997.297～334

## 相似文献/References:

[1]郑廷银,赵惠麟.高层钢结构巨型框架体系的二阶位移实用计算[J].东南大学学报(自然科学版),2002,32(5):794.[doi:10.3969/j.issn.1001-0505.2002.05.025]
Zheng Tingyin,Zhao Huilin.Practical approach for second order displacements of the huge steel frame structures in tall buildings[J].Journal of Southeast University (Natural Science Edition),2002,32(4):794.[doi:10.3969/j.issn.1001-0505.2002.05.025]