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钢管混凝土柱与螺旋箍筋混凝土柱的计算比较

alculation and comparison between concret-filled steel

中文摘要英文摘要

本文总结了钢管混凝土与螺旋箍筋混凝土在轴心受压条件下的承载力计算公式和各自的特性;对两种混凝土的破坏机理进行了分析;对螺旋箍筋混凝土与钢管混凝土的特性进行了比较,并通过实例计算比较了两种柱在工程实际中的应用优势。

he paper makes an introduction to bearing capacity computational formula between concret-filled steel tube and hoped spiral concrete under the condition of axis compression, and their failure mechanism are discussed. The differences of their characters are also contrasted. Then give a practical example to contrast the superiority of the two columus when they are used in engineerin

李广景、何永礼

工程基础科学材料科学

钢管混凝土螺旋箍筋混凝土轴心受压极限承载力破坏机理

concret-filled steel tubeshooped spiral concteteaxis compressionultimate capabilityfailure mechanism

李广景,何永礼.钢管混凝土柱与螺旋箍筋混凝土柱的计算比较[EB/OL].(2006-03-07)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200603-94.点此复制

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