摘要
针对现有常用的钢筋混凝土构造柱显得比较粗笨的缺点,采用薄扁构造柱和粘贴钢板方法进行了低周反复水平荷载下的加固砌块墙体试验.试验结果表明文中建议的抗震加固方案能达到预期抗震要求,并有美观适用且施工简便的优点,可提供今后抗震加团时参考与使用.
To counter the shortcomings of usual structural columns seems to be too clumsy. Tests of masonry walls strengthened by thin structrtral columns and glued steel plates under low--circle repeated loadings are presented in this paper.The test results show that the proposed strengthening scheme for aseismic resistence in this paper can attain its anticipated requirements, and it has the advantages of being easy for practice, convenient to construct and pleasing to the eyes. The proposed scheme can be used for reference for strengthening buildings to resist earthquakes.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
1994年第4期529-534,共6页
Journal of Tongji University:Natural Science
关键词
砌块结构
房屋
薄扁构造柱
抗震加固
Structural column
Masonry buildings
Aseismic strengthening