Real and fictitious elastic axes of multi-storey buildings: Applications

被引：0

作者：

Makarios, T ^{[1
]}

Anastassiadis, K ^{[1
]}

机构：

[1] Aristotelian Univ Salonika, Dept Civil Engn, Div Struct Engn, GR-54006 Salonika, Greece

来源：

STRUCTURAL DESIGN OF TALL BUILDINGS | 1998年 / 7卷 / 01期

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper is the second of two companion papers concerning the difficulties in applying the 'equivalent' static method for the seismic design of buildings which do not have a real elastic axis. We present the use of the fictitious elastic axis for the evaluation of the torsional effects in the said buildings, according to the code provisions. In the general case, the full seismic design is achieved by the use of three spatial analyses of the system, by means of which the location of the fictitious elastic axis is also identified. (C) 1998 John Wiley & Sons, Ltd.

引用

页码：57 / 71

页数：15

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