Research on Seismic Isolation Retrofit of Masonry Structures of Primary and Secondary Schools

操礼林; 李爱群; 郭彤; 卫龙武; 刘康安

doi:10.13409/j.cnki.jdpme.2011.03.016

您当前的位置：

首页 >

文章列表页 >

Research on Seismic Isolation Retrofit of Masonry Structures of Primary and Secondary Schools

更新时间：2025-12-11

- Research on Seismic Isolation Retrofit of Masonry Structures of Primary and Secondary Schools
- Vol. 31, Issue 3, Pages: 294-298(2011)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2011.03.016
  CLC： U352.12
- Published：2011
- 稿件说明：
移动端阅览
[1]操礼林,李爱群,郭彤,卫龙武,刘康安.中小学砌体结构校舍的隔震加固技术研究[J].防灾减灾工程学报,2011,31(03):294-298.

操礼林, 李爱群, 郭彤, et al. Research on Seismic Isolation Retrofit of Masonry Structures of Primary and Secondary Schools[J]. 2011, 31(3): 294-298.
[1]操礼林,李爱群,郭彤,卫龙武,刘康安.中小学砌体结构校舍的隔震加固技术研究[J].防灾减灾工程学报,2011,31(03):294-298. DOI： 10.13409/j.cnki.jdpme.2011.03.016.

操礼林, 李爱群, 郭彤, et al. Research on Seismic Isolation Retrofit of Masonry Structures of Primary and Secondary Schools[J]. 2011, 31(3): 294-298. DOI： 10.13409/j.cnki.jdpme.2011.03.016.

摘要

本文以抗震设防8度区的山西省某小学4层砌体结构教学楼抗震加固为背景

探讨了采用隔震技术对多层砌体房屋进行抗震加固的计算分析方法、施工工艺及相应的关键技术。结果表明

叠层橡胶垫基础隔震加固可以有效降低上部结构所受的地震作用

能够在一定程度上提高工程结构的安全性

是一种比较有效的建筑抗震加固技术。在高烈度区对砌体结构校舍进行抗震加固时

采用隔震加固技术比传统加固方法更具有优势。相关成果对于中小学砌体结构校舍抗震加固具有重要的参考价值。

Abstract

The four-story masonry structure of a primary school in Shanxi Province

the seismic fortification intensity of which is 8 and is needed to be strengthened

is regarded as an background project to discuss the computational analysis method

construction technology and corresponding key technology of seismic strengthening of multi-story masonry buildings using isolation technology.The analysis results show that the base isolating method can decrease the seismic force acting on the above building structure effectively

and increase the structure safety in some degree.In high earthquake intensity regions

the isolation method has superiority to general seismic strengthening method of masonry structure.Relevant achievements for strengthening the seismic resistant capacity of masonry structure of primary and secondary schools have important reference value.

关键词

Keywords

references

“5·12”汶川地震砌体结构房屋震害调查与分析 [J]. 李英民,韩军,刘立平,郑妮娜,王丽萍,刘建伟. 西安建筑科技大学学报(自然科学版) . 2009(05)

隔震技术在砌体结构抗震加固中的应用研究 [J]. 郭健,刘伟庆,王曙光,洪俊青. 工程抗震与加固改造 . 2008(01)

一座空旷砖混厂房结构的隔震加固 [J]. 魏陆顺,刘文光,周福霖,林佳. 世界地震工程 . 2003(03)

用隔震技术提高已有建筑的抗震能力 [J]. 李黎,李健,唐家祥. 中华科技大学学报(城市科学版) . 2002(01)

国内外建筑隔震改造加固概述 [J]. 徐忠根,周福霖,孔玲. 华南建设学院西院学报 . 1999(02)

工程结构减振控制[M]. 机械工业出版社 , 李爱群, 2007

建筑物整体迁移技术[M]. 中国建筑工业出版社 , 李爱群, 2006

Views

429

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Seismic Vulnerability Factors Analysis of Masonry Structure Based on IDA

Research on Seismic-isolated Nuclear Power Plant Structure

Shaking Table Test Study on Combined Displacement Restraint of Base Isolation Layer under Near-fault Ground Motion

Experimental Study on Strengthening Brick Walls of Low Strength with High Strength Steel Wire and Polymer Mortar

Rational Reflection on Aseismic Capability of Masonry Structures in Wenchuan Earthquake

Related Author

田丽媛

孟亚翠

张海

周福霖

刘德稳

谭平

范世凯

段燕玲

Related Institution

No data

⁰