Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 42 Issue 9
Dec.  2014
Turn off MathJax
Article Contents
Yin Long-xing, Bai Guo-liang, Li Hong-xing, Li Xiao-wen. STUDY ON EXPERIMENT AND DISPLACEMENT-BASED DESIGN METHOD OF THE MAIN BUILDING FOR THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 56-60. doi: 10.13204/j.gyjz201209013
Citation: Yin Long-xing, Bai Guo-liang, Li Hong-xing, Li Xiao-wen. STUDY ON EXPERIMENT AND DISPLACEMENT-BASED DESIGN METHOD OF THE MAIN BUILDING FOR THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 56-60. doi: 10.13204/j.gyjz201209013

STUDY ON EXPERIMENT AND DISPLACEMENT-BASED DESIGN METHOD OF THE MAIN BUILDING FOR THERMAL POWER PLANT

doi: 10.13204/j.gyjz201209013
  • Received Date: 2012-03-01
  • Publish Date: 2012-09-20
  • In order to solve existing problems of performance index and seismic design of main buildings for thermal power plants, experimental study on the seismic performance was conducted, and displacement-based seismic design (DBSD) method was proposed.Damaged pattern and deformation performance index under different intensities earthquake effect were given through the experiment study, seismic performance objectives were confirmed at the same time.Performance levels were quantified with storey drift ratios.Application key points and procedure of the DBSD method were determined for main building design.It was used to calculate one main building in different performance levels.The results show that the DBSD method can effectively ensure safety of the structure and equipment in different earthquake action, especially structural damage control under the strong earthquakes.The design index given in the paper can meet the demands, which can provide reference and application for similar engineering design.
  • loading
  • 吴继伟.基于力的抗震设计方法与基于位移的抗震设计方法比较研究[J].工业建筑,2010,40(7): 36-41.
    [2] 梁兴文.结构抗震性能设计理论与方法[M].北京: 科学出版社,2011: 23-25.
    [3] 刘林.大型火电厂主厂房少墙型钢混凝土框架结构体系地震作用效应与设计方法研究[D].西安: 西安建筑科技大学,2009.
    [4] 白国良,康灵果,李红星,等.大型火力发电厂SRC 框架柱-RC 分散剪力墙主厂房混合结构体系抗震性能试验研究[J].土木工程学报,2011,44(9): 21-26.
    [5] 季静,肖启艳,黄超,等.基于性能的钢筋混凝土剪力墙受弯破坏变形限值的研究[J].建筑结构学报,2010,31(9): 35-41.
    [6] 蒋欢军,郑建波,张桦.基于位移的抗震设计研究进展[J].工业建筑,2008,38(7): 1-5.
    [7] 梁兴文,黄雅捷,杨其伟.钢筋混凝土框架结构基于位移的抗震设计方法研究[J].土木工程学报,2005,38(9): 53-60.
    [8] GB 500112010 建筑抗震设计规范[S].
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (113) PDF downloads(58) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return