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结构的鞭梢效应分析

曲淑英 王心健 曲乃泗 王建新

烟台大学学报(自然科学与工程版)2001,Vol.14Issue(1):55-59,5.
烟台大学学报(自然科学与工程版)2001,Vol.14Issue(1):55-59,5.

结构的鞭梢效应分析

Analysis of Whiplash Effect of Structures

曲淑英 1王心健 1曲乃泗 2王建新3

作者信息

  • 1. 烟台大学 土木工程系, 山东 烟台 264005
  • 2. 大连理工大学 力学系, 辽宁 大连 116023
  • 3. 山东省轻工业学校, 山东 烟台 264001
  • 折叠

摘要

Abstract

It is explained why the whiplash effect occurs to building having prominent part on its top by analysis of building of multiple degrees of freedom on earthquake effect. It is shown that whiplash effect can occur when the fundamental frequency of prominent part equals to the natural frequency of the monolithic structure containing main part and prominent part, or this frequency nearly equals to the earthquake frequency. This is proved to be right by example. Decreasing the influence of whiplash effect, people shouldn't only increase the stiffness of prominent parts while adjusting structure's stiffness and mass distribution by dynamic computation in order to make frequency difference of prominent part and the monolithic structure bigger. Thus, more reliable data could be supplied for design of structures.

关键词

鞭梢效应/固有频率/整体结构/主体结构

Key words

whiplash effect/natural frequency/monolithic structure/principle structure

分类

信息技术与安全科学

引用本文复制引用

曲淑英,王心健,曲乃泗,王建新..结构的鞭梢效应分析[J].烟台大学学报(自然科学与工程版),2001,14(1):55-59,5.

基金项目

山东省自然科学基金资助项目(Q99F05). (Q99F05)

烟台大学学报(自然科学与工程版)

1004-8820

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