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：
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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.
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页码：261 / 269
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