高強度人工軽量骨材コンクリートを用いた鉄筋コンクリート部材の耐震性能に関する研究 : 曲げ性能に影響される部材の強度と変形能

概要

論文の詳細を見る
To investigate the strength and the deformation capacity of reinforced concrete members using high-strength light-weight concrete, an antisymmetrical loading test and a compression test were carried out. From the results, the ultimate loads of light-weight concrete members are about 10% lower than normal concrete at high axial stress level. An increase in compression strength of light-weight concrete caused by lateral reinforcements is about 50% of that of the normal concrete. From the section analysis result using the stress versus strain models designed from the compression test results, the flexural performance of light-weight concrete members can be explained.
社団法人日本建築学会の論文
1992-11-30