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克拉玛依市多层砖混住宅阳台的结构可靠度计算
引用本文:唐丽华,尹力峰,崔平,王宏,李江田.克拉玛依市多层砖混住宅阳台的结构可靠度计算[J].内陆地震,2004,18(3):242-247.
作者姓名:唐丽华  尹力峰  崔平  王宏  李江田
作者单位:1. 新疆防御自然灾害研究所,新疆,乌鲁木齐,830011
2. 新疆石油管理局物业管理总公司,新疆,克拉玛依,834000
摘    要:介绍了克拉玛依市多层砖混结构住宅两种阳台的结构特点与计算模型,在此基础上对阳台的可靠度进行验算,认为虽然阳台的强度储备尚在安全范围之内,但应按照“概念设计”的思想对阳台进行可靠性分析及确定维修加固方案。

关 键 词:砖混结构  阳台  结构  可靠度
文章编号:1001-8956(2004)03-0242-06
修稿时间:2003年12月11

RELIABILITY CALCULATION OF BALCONIES OF MULTISTORY BRICK HOUSES IN KELAMAYI,XINJIANG
TANG Li-hua,YIN Li-feng,CUI Ping,WANG Hong,LI Jiang-tian.RELIABILITY CALCULATION OF BALCONIES OF MULTISTORY BRICK HOUSES IN KELAMAYI,XINJIANG[J].Inland Earthquake,2004,18(3):242-247.
Authors:TANG Li-hua  YIN Li-feng  CUI Ping  WANG Hong  LI Jiang-tian
Institution:TANG Li-hua~1,YIN Li-feng~1,CUI Ping~2,WANG Hong~2,LI Jiang-tian~2
Abstract:The structural characters and calculation models of two typical balconies in the multi-story brick buildings at the city of Kelamayi, Xinjiang, are introduced, and the reliability of the two kinds of balconies was tested. Their intensity is within safety range based on the on-sit survey and calculation. But because there are some bugs in design, it is essential to analyze the reliability of the balconies according to the concept design and then to form the maintaining and strengthening measurement.
Keywords:Brick construction  Balcony  Structure  Reliability  
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