POUNDING OF BUILDINGS MODELED BY AN IMPACT OSCILLATOR

被引：96

作者：

DAVIS, RO

机构：

[1] Department of Civil Engineering, University of Canterbury, Christchurch

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1992年 / 21卷 / 03期

关键词：

D O I：

10.1002/eqe.4290210305

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Pounding of adjacent buildings is modelled by an impact oscillator subjected to harmonic excitation. Non-linear impact stiffness is represented by a Hertz-type relationship. Spectra of impact velocity are presented for a range of model parameters. These spectra are characterized by a strong peak near a period equal to one half the natural period of a similar non-impacting oscillator. Bands of response are found in which periodic multiple impacts and non-periodic or chaotic impacts occur.

引用

页码：253 / 274

页数：22

共 15 条

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