Dynamic Characteristics Analysis of High-rise Connected Structure

被引：0

作者：

Ji Dongyu ^{[1
]}

Song Chuncao ^{[2
]}

机构：

[1] Hunan Urban Construct Coll, Xiangtan, Peoples R China

[2] North China Univ Water Resources & Elect Power, Zhengzhou, Peoples R China

来源：

PROCEEDINGS OF THE 2014 INTERNATIONAL CONFERENCE ON MECHATRONICS, ELECTRONIC, INDUSTRIAL AND CONTROL ENGINEERING | 2014年 / 5卷

关键词：

High-rise connected structure; Dynamic characteristics; Finite element method; Vibration mode; Frequency; FRAME STRUCTURE; BUILDINGS;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

High-rise connected structure has been widely used in the country, at present research of its seismic behavior is less. In order to have a clear understanding for dynamic characteristics of high-rise connected structure, and improving the structure's seismic performance. This paper adopts the universal finite element calculating software to simulate and calculate high-rise connected structure, and gives natural frequency and vibration mode of high-rise connected structure, and analyses calculation results, research results can provides certain theoretical basis for seismic design of high-rise connected structure. The results showed that, high-rise connected structure is a more complex structure, vibration mode not only include transverse and longitudinal vibration mode, but also include reverse and space combination vibration mode. These show that high-rise connected structure's dynamic characteristics are more complicated.

引用

页码：1159 / +

页数：2

共 10 条

[1] Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta [J].