AXIAL FLEXURAL BEHAVIOR OF REINFORCED-CONCRETE SECTIONS - EFFECTS OF THE DESIGN VARIABLE

被引：0
|
作者：
SOROUSHIAN, P
SIM, JS
HSU, JW
机构：
[1] HANYANG UNIV,CIVIL ENGN,SEOUL,SOUTH KOREA
[2] MICHIGAN STATE UNIV,DEPT CIVIL ENGN,E LANSING,MI 48824
来源：
ACI STRUCTURAL JOURNAL | 1991年 / 88卷 / 01期
关键词：
AXIAL LOADS; BEAMS (SUPPORTS); COLUMNS (SUPPORTS); COMPRESSIVE STRENGTH; FLEXURAL STRENGTH; MODELS; REINFORCED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A refined modeling technique was used for axial/flexural analysis of reinforced concrete (RC) column and beam cross sections. The analytical predictions were compared with test results, and an analytical study was performed on the sensitivity of RC element axial/flexural response characteristics to the variations in longitudinal steel ratio, and the rate of load application. The results are expected to help designers optimize the adjustments in section variables in axial/flexural design procedures.
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页码：17 / 21
页数：5
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