单层工业厂房夹层改造技术问题研究与工程应用
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- 英文论文题名：Research and Application of Sandwich Reconstruction Technology of Single Industrial Plant
- 论文作者：李扬 ; 许峰 ; 贾连光 ; 李明达
- 英文论文作者：Li Yang ; Xu Feng ; Jia Lianguang ; Li Mingda ; College of Civil Engineering ; Shenyang Jianzhu University
- 年：2016
- 作者机构：沈阳建筑大学土木工程学院;
- 论文关键词：工业厂房 ; 夹层改造 ; 加固设计 ; 有限元分析 ; 抗震性能
- 英文论文关键词：industrial plant ; sandwich reconstruction ; reinforcement design ; finite element method(FEM) ; seismic performance
- 会议召开时间：2016-12-02
- 会议录名称：第十一届建筑物改造与病害处理学术研讨会、第六届工程质量学术会议论文集
- 语种：中文
- 分类号：TU746.3
- 学会代码：OGTY
- 会议名称：第十一届建筑物改造与病害处理学术研讨会、第六届工程质量学术会议
- 会议地点：中国海南海口
- 主办单位：中国老教授协会土木建筑专业委员会、中国土木工程学会工程质量分会、北京交通大学土木建筑工程学院
- 学会名称：中国土木工程学会
- 页数：8
- 文件大小：2675k
- 原文格式：O
- 会议级别：全国
摘要
基于辽宁某工业厂房夹层改造工程,对改造前结构进行验算,提出夹层改造方案,对改造后的结构进行有限元分析,通过对比发现改造后的厂房,原有构件的截面受力情况均有变化,其中原有排架柱配筋面积满足要求,可继续使用;而牛腿处,竖向荷载明显增大,配筋面积不满足要求,提出加固设计方法并验算满足。采用振型分解反应谱法和动力时程分析法对改造前后的厂房进行地震作用下的动力分析,比较改造前后结构抗震性能的差异。
Based on the Liaoning industrial plant sandwich renovation project,the structure is checked before reforming and the strengthening design scheme was put forward.The finite element analysis of the structure of the sandwich structure was carried out by the finite element software,by comparison,the section stress of the original member of the industrial plant changed after the transformation,wherein the original bent column reinforcement area can meet the requirements and can continue using,however the brackets reinforcement area cannot meet the requirements due to the obviously increased vertical load,the reinforcement design method was put forward and the checking computation was satisfied.Vibration mode decomposition response spectrum method and dvnamic time history analysis method were used to analyze the dynamic analysis of the industrial plant before and after reconstruction and compared similarities and differences of seismic performance of structure before and after reconstruction.
Based on the Liaoning industrial plant sandwich renovation project,the structure is checked before reforming and the strengthening design scheme was put forward.The finite element analysis of the structure of the sandwich structure was carried out by the finite element software,by comparison,the section stress of the original member of the industrial plant changed after the transformation,wherein the original bent column reinforcement area can meet the requirements and can continue using,however the brackets reinforcement area cannot meet the requirements due to the obviously increased vertical load,the reinforcement design method was put forward and the checking computation was satisfied.Vibration mode decomposition response spectrum method and dvnamic time history analysis method were used to analyze the dynamic analysis of the industrial plant before and after reconstruction and compared similarities and differences of seismic performance of structure before and after reconstruction.
引文
[1]张杰.加层改造砌体房屋的抗震鉴定与加固研究[D].武汉:华中科技大学,2004.
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[3]李明达,贾连光,王元清,等.工业厂房夹层改造技术及工程应用[C]//第十五届全国现代结构工程学术研讨会论文集.天津,2015.
[4]KUNNATH S K.Identification of modal combinations for nonlinear static analysis of building stiuctures[J].Computer-aided civil and infrastructure engineering,2004,19(4):246-259.
[5]蒋玉川.Midas在结构计算中的应用[M].北京:化学工业出版社,2012.
[6]张扬.倾斜荷载作用下地基承载力的试验研究[D].扬州:扬州大学,2014.
[2]庄简狄.旧工业建筑再利用若干问题研究[D].北京:清华大学,2004.
[3]李明达,贾连光,王元清,等.工业厂房夹层改造技术及工程应用[C]//第十五届全国现代结构工程学术研讨会论文集.天津,2015.
[4]KUNNATH S K.Identification of modal combinations for nonlinear static analysis of building stiuctures[J].Computer-aided civil and infrastructure engineering,2004,19(4):246-259.
[5]蒋玉川.Midas在结构计算中的应用[M].北京:化学工业出版社,2012.
[6]张扬.倾斜荷载作用下地基承载力的试验研究[D].扬州:扬州大学,2014.