摘要
根据正截面承载能力计算的基本假定,建立钢筋混凝土异形柱的基本计算公式。提出相应的设计计算方法,并和实测结果进行了比较,分析表明,计算值和实测值吻合良好。
The elementary calculation formulas for Z-shaped reinforced concrete columns are established and the relevant design methods are put forward in the paper. The calculated value and the test value are compared. It is proved that they are tallied well.
出处
《山西建筑》
2005年第22期77-78,共2页
Shanxi Architecture
关键词
Z形柱
钢筋混凝土
设计方法
Z-shaped columns, reinforced concrete, design method