山东农业大学学报（自然科学版）Issue(1)：135-138,4.DOI:10.3969/j.issn.1000-2324.2016.01.028
粘弹性阻尼的钢结构高层建筑非线性静力分析
Nonlinear Static Analysison Steel High-rise Buildings with Viscoelastic Damper
甘静艳1
作者信息
- 1. 浙江工业职业技术学院，浙江 绍兴 312000
- 折叠
摘要
Abstract
It is necessary to analyze the nonlinear static of steel high-rise buildings with viscoelastic damper because of emerging more and more high-rise buildings in our country. This paper carried it out with the finite element theory and the results showed that the stress and maxi-strain of steel frame structure located in column foot and beam end under the action of constant axial force load, the load displacement hysteric curve of the frame was the full spindle; the effect of the viscoelastic damper on the bottom position was better than that having not it and the displacement and deformation were smaller. The steel high-rise buildings with viscoelastic dampers significantly inhibited maxi shear force and displacement, it could provide a reference for the design and construction of steel high-rise buildings.关键词
粘弹性阻尼器/钢结构高层建筑/非线性静力分析Key words
Viscoelastic damper/steel high-rise buildings/nonlinear static analysis分类
建筑与水利引用本文复制引用
甘静艳..粘弹性阻尼的钢结构高层建筑非线性静力分析[J].山东农业大学学报（自然科学版）,2016,(1):135-138,4.
