摘要
按塑性理论设计四边支承钢筋混凝土双向板，需事先确定板中两向弯矩之比μ，μ的取值将影响极的极限承载力和最终用钢量．本文从经济性出发，在满足强度和使用要求的前提下，合理确定了μ值。
It is necessary to assume the ratio, μ,of two-way ultimate momentes in the plastic analysis of reinforced concrete two-way slabs. The ratio, μ,affects the ultimate bearing capacity and the total amount of steel. In this paper,based on the economic principle and satisfied strength and serviceability,the reasonable ratio, μ,is given so as to abtain the minimum-weight steel.
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
1994年第4期50-55,共6页
Journal of Hefei University of Technology：Natural Science
