Analysis of Nonlinear Earthquake Destroy of Highrise RC Frame-Core Tube Building Based on MS Element Model

陈健云; 李静; 方明霁

您当前的位置：

首页 >

文章列表页 >

Analysis of Nonlinear Earthquake Destroy of Highrise RC Frame-Core Tube Building Based on MS Element Model

更新时间：2025-12-11

- Analysis of Nonlinear Earthquake Destroy of Highrise RC Frame-Core Tube Building Based on MS Element Model
- Issue 2, Pages: 147-152(2006)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：
  CLC： U973.17
- Published：2006
- 稿件说明：
移动端阅览
[1]陈健云,李静,方明霁.基于MS模型的剪力墙—核心筒结构的高层建筑三维非线性动力破坏分析[J].防灾减灾工程学报,2006(02):147-152.

陈健云, 李静, 方明霁. Analysis of Nonlinear Earthquake Destroy of Highrise RC Frame-Core Tube Building Based on MS Element Model[J]. 2006, (2): 147-152.
[1]陈健云,李静,方明霁.基于MS模型的剪力墙—核心筒结构的高层建筑三维非线性动力破坏分析[J].防灾减灾工程学报,2006(02):147-152. DOI：

陈健云, 李静, 方明霁. Analysis of Nonlinear Earthquake Destroy of Highrise RC Frame-Core Tube Building Based on MS Element Model[J]. 2006, (2): 147-152. DOI：

摘要

采用非线性多弹簧弹塑性有限元模型

对我国一座最高的民用超高层钢筋混凝土剪力墙—核心筒结构进行了非线性地震响应破坏分析。通过分级加载分析了不同地震烈度下超高层建筑从弹性、塑性直至失效的结构内力和变形的整个过程

并采用静力Push O ver方法和1/50比尺的振动台模型试验进行了破坏分析。结果表明超高层建筑的最薄弱位置在1/2到2/3之间高度处。非线性数值分析的结果和振动台模型破坏试验现象符合一致。

Abstract

The nonlinear seismic analysis of an out-of-code high-rising RC frame-core tube building

which is the highest residential building in China

is performed using multi-springs elastic-plastic finite element model.The whole seismic response process of deformation and stress from elasticity to damage and failure is studied by applying different grade earthquake load.The corrupt analysis is also studied by Push-Over method and the experimental investigation of 1/50 scale highrise building model test on 3×4 meters shaking table is described.Some measures for improving the anti-seismic capacity are advised.The results show that the weakest position of such high-rising building is between the 1/2 and 2/3 height of the building.The comparison of the results from numerical analysis with the earthquake distruction test shows a satisfactory agreement on damage and failure phenomenon.

关键词

Keywords

references

超限高层建筑工程抗震设计中的若干问题 [J]. 吕西林,李学平. 建筑结构学报 . 2002(02)

钢管混凝土结构的弹塑性时程分析 [J]. 李向真,程国亮,于德介,周福霖. 世界地震工程 . 2002(01)

钢筋混凝土框架非弹性地震反应分析模型研究进展 [J]. 陈滔,黄宗明. 世界地震工程 . 2002(01)

建筑物三维分析模型及其用于结构地震反应分析的可靠性 [J]. 李康宁,TetsuoKubo,CarlosE.Ventura,杨松涛. 建筑结构 . 2000(06)

钢筋混凝土框剪结构非线性地震反应分析 [J]. 汪梦甫,沈蒲生. 工程力学 . 1999(04)

钢筋混凝土高层结构非线性地震反应分析现状 [J]. 汪梦甫,沈蒲生. 世界地震工程 . 1998(02)

耗能支撑钢筋混凝土框架结构抗震性能研究 [J]. 王曙光,刘伟庆,杨蕾蕾,王金涛. 地震工程与工程振动 . 1998(01)

Views

150

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of Wind-induced Dynamic Characteristics of a High-rise Building with a Steel Tower

Elastoplastic Analysis of Steel-reinforced Concrete Frame-core Tube Energy Dissipation Structure

Approximate Simulation Method for Long-period Seismic Response of Tall Buildings Based on Substructure Test

Soil-structural Dynamic Characteristics under Wind Loading

Seismic Reduction and Control Analysis of Steel Frame-concrete Core Wall Structure with Viscous Dampers

Related Author

屈畅姿

卢旦

洪荣华

曹波

涂佳黄

陈子康

吴从晓

周云

Related Institution

No data

⁰