| 注册
首页|期刊导航|地震工程学报|民用高层建筑多层钢-混凝土结构抗震性能分析

民用高层建筑多层钢-混凝土结构抗震性能分析

邵田东 张春明

地震工程学报2020,Vol.42Issue(1):63-72,10.
地震工程学报2020,Vol.42Issue(1):63-72,10.DOI:10.3969/j.issn.1000-0844.2020.01.063

民用高层建筑多层钢-混凝土结构抗震性能分析

Seismic Performance of Multi-story Steel-Concrete Structure for Civil High-rise Buildings

邵田东 1张春明2

作者信息

  • 1. 昆明理工大学设计研究院,云南 昆明 650032
  • 2. 云南艺术学院,云南 昆明 650101
  • 折叠

摘要

Abstract

In this paper, based on the fiber model theory and the finite element model established by PERFROM-3D software, we perform an elastic dynamic time-history analysis, provide a damping calculation equation for large hybrid structures, and present an example of a 17-story civil building. For the composite structure in the example, we used El Centro ground motion as input to simulate the actual situation and explore the influence of different earthquake conditions on this kind of structure. We also analyze the seismic performance of the structure and present related methods, which have strong practical significance.

关键词

钢-混凝土结构/纤维模型/有限元模型/阻尼计算/地震动模拟

Key words

steel-concrete composite structure/ fiber model/ finite element model/ damping calculation/ ground motion simulation

分类

建筑与水利

引用本文复制引用

邵田东,张春明..民用高层建筑多层钢-混凝土结构抗震性能分析[J].地震工程学报,2020,42(1):63-72,10.

基金项目

国家自然科学基金项目(51968035) (51968035)

地震工程学报

OA北大核心CSCDCSTPCD

1000-0844

访问量0
|
下载量0
段落导航相关论文