关于山西超限高层建筑规定中两条条文的讨论  

Discussion on two provisions about Shanxi Super High-rise Building Regulations

作　　者：郝利君[1] 

机构地区：[1]太原市建筑设计研究院,山西太原030002

出　　处：《山西建筑》2015年第8期48-50,共3页Shanxi Architecture

摘　　要：通过对《山西省抗震设防超限高层建筑工程界定规定》中第四条中两款条文规定的分析、计算,结合实际工作中碰到的相关实例,分析了这两款条文在实际执行过程中存在的问题,并提出了进一步细化相关规定的建议,以供参考。Through the analysis and calculation on two provisions definition of No. 4 article to Shanxi Earthquake Fortification High-rise Building Engineering Regulations, combining with relevant examples encountered in practical work, analyzed the existing problem of two provisions in ac- tual implementation process, and proposed proposal for further refinement relevant provisions, for reference.

关 键 词：超限审查 楼板开洞 上部收进 弹性时程 静力弹塑性 

分 类 号：TU972.11[建筑科学—建筑设计及理论]