新《建筑抗震设计规范》分析  

An Analysis of the New Code for Seismic Design of Buildings

作　　者：闫肖武[1] 

机构地区：[1]淮海工学院土木工程系,江苏连云港222005

出　　处：《淮海工学院学报（自然科学版）》2004年第3期73-76,共4页Journal of Huaihai Institute of Technology:Natural Sciences Edition

摘　　要：通过对新版《建筑抗震设计规范》(GB50011-2001)的学习和使用,结合实际工程中的若干体会,对规范中建筑结构的抗震设计基本要求、地震作用计算、结构抗震验算、钢筋混凝土结构和砌体结构抗震延性设计等主要内容以及部分新增加的内容作了分析,对新旧规范的主要区别进行了阐述,以供工程和设计人员熟悉和掌握新规范内容时参考。In respect to the author's study, use of and personal comments on the new Code for Seismic Design of Buildings (GB 50011-2001), the main contents and the newly added ones of the Code are introduced, including the basic requirements for seismic design of buildings, the calculation of earthquake force, the seismic calculation of structure, the seismic ductility design of reinforced concrete structures and masonry structures. Besides, the major differences between the new Code and the old one are expanded to help the engineers and designers alike to understand and familiarize the contents of the new Code.

关 键 词：建筑抗震设计 新规范 区别 

分 类 号：TU202[建筑科学—建筑设计及理论]