摘要
详细讨论了现行规范中型钢和钢板混凝土剪力墙偏心受压斜截面承载力的差异和不足之处,并给出了型钢和钢板混凝土剪力墙偏心受压斜截面承载力计算的建议公式,同时对端柱型钢布置与面积计算提出了合理的建议。
Abastract:The difference and deficiency of calculate formula of inclined section bearing capacity of steel shear wall specimens in eccentric compression in current codes are studied. And the reco mmended calculate formula of inclined section bearing capacity of steel shear wall specimens in eccentric compression is proposed. Some reasonable suggestions about steel arrangement and area calculation are presented.
出处
《广东土木与建筑》
2014年第7期8-12,共5页
Guangdong Architecture Civil Engineering
关键词
型钢混凝土剪力墙
钢板混凝土剪力墙
偏心受压
斜截面承载力
端柱型钢
内置钢板
concrete section steel shear walls
steel plate concrete shear wall
eccentric compression
inclined section bearing capacity
steel in end post
steel plate in wall body
