建筑设计的整体抗震策略分析
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摘要
建筑结构的整体性是地震作用下各结构构件协调工作的必要条件,为了提高建筑的整体抗震性能,做到"小震不坏,中震可修,大震不倒",就需要从加强各结构构件的强度和刚度以及构件之间的可靠连接着手,落实到建筑结构选型、造型设计、平面设计和重要组成部分设计上来,做到建筑物观赏性、实用性和经济性的和谐统一。
The integrity aseismic ability of building structure is the necessary condition for ensuring the cooperation work of different structure members during earthquake.To raise the integrity aseismic ability,and meet the needs of sustaining an earthquake of 7 degree and satisfying the three-level performance objectivity,the designer must proceed from strengthening the strength and rigidity of the structural member and the reliable connection between them,and implement to the design of structural forms selection,modeling,plan and important part of the building structure,so that the harmony and unity of the building ornamental,practicality and economy can achieve.
引文
[1]GB50011—2010,建筑抗震设计规范[S].
    [2]杨佑发,邹银生.底部框剪砌体房屋空间弹塑性地震反应分析[J].振动与冲击,2003(1).
    [3]田雅琼.浅析底框砖混结构抗震设计[J].山西建筑,2008(5).
    [4]叶列平,程光煜,陆新征.论结构抗震的鲁棒性[J].建筑结构,2008(6).
    [5]叶列平,康胜,曾勇.双重抗震结构体系[J].建筑结构,2000(4).
    [6]杨红,白绍良.抗震钢筋混凝土结构承载力级差设计法的实质[J].重庆建筑大学学报,2000(5).

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