BASIC REINFORCED CONCRETE FRAME PERFORMANCE UNDER VERTICAL AND LATERIAL LOADS.

被引：0

作者：

Ernst, George C.

Smith, Gerald M.

Riveland, Arvin R.

Pierce, Donald N.

机构：

来源：

Journal of The American Concrete Institute | 1973年 / 70卷 / 04期

关键词：

CONCRETE FRAMES - DUCTILITY;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Tests on fifteen two-hinged frames investigate the performance of continuous reinforced concrete. Three steel ratios, three spans, two grades of steel, and two steel stress-strain curves were investigated. Ductility factors based on lateral displacements of a frame were significantly lower than the flexural unit rotation ductility factors for the critical section. ultimate lateral resistance and distortion of the frames tested were independent of span length.

引用

页码：261 / 269