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混凝土框架结构不同楼梯构造方案抗震性能分析

王政 孙维东

长春工程学院学报(自然科学版)2017,Vol.18Issue(1):19-25,7.
长春工程学院学报(自然科学版)2017,Vol.18Issue(1):19-25,7.DOI:10.3969/j.issn.1009-8984.2017.01.005

混凝土框架结构不同楼梯构造方案抗震性能分析

The Analysis to Seismic Performance of Different StairConstruction Schemes in Concrete Frame Structure

王政 1孙维东1

作者信息

  • 1. 长春工程学院土木工程学院,长春130012
  • 折叠

摘要

Abstract

The stair is an important channel that plays a vital role in people's escape during the earthquake.However,from the post-earthquake disaster situation,staircase components often have been destroyed in the concrete frame structure,even with the phenomenon of the whole staircase collapsing,and then the proper evacuation function losses.In this paper,the seismic performance analysis has been made to different stair construction schemes in concrete frame structure,and the reasonable construction scheme of concrete frame structure stair has been defined to provide a reliable basis for the structure design.

关键词

框架结构/楼梯/抗震性能/时程分析

Key words

frame structure/stair/seismic performance/time history analysis

分类

建筑与水利

引用本文复制引用

王政,孙维东..混凝土框架结构不同楼梯构造方案抗震性能分析[J].长春工程学院学报(自然科学版),2017,18(1):19-25,7.

长春工程学院学报(自然科学版)

1009-8984

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