State of the art report on steel-concrete composite columns
State of the art report on steel-concrete composite columns
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DOI：
10.1016/s0143-974x(01)00021-9
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发表时间：
2001-10-01
影响因子：
4.1
通讯作者：
Lakshmi, B
中科院分区：
文献类型：
--
作者：
Shanmugam, NE;Lakshmi, B
钢-混凝土组合柱在现代建筑中应用广泛。对型钢包覆混凝土的组合柱进行了广泛的研究。然而，与封装柱相比，填充复合柱受到的关注有限。本文综述了国内外复合柱的研究进展，重点介绍了试验和分析工作。实验数据已收集并以综合格式汇编，列出了研究中涉及的参数。审查还包括研究工作，已经进行了迄今为止的局部屈曲，粘结强度，地震载荷，限制混凝土和二次应力对钢-混凝土组合柱的行为的影响。2001爱思唯尔科学有限公司版权所有。
Steel-concrete composite columns are used extensively in modem buildings. Extensive research on composite columns in which structural steel section are encased in concrete have been carried out. In-filled composite columns, however have received limited attention compared to encased columns. In this paper, a review of the research carried out on composite columns is given with emphasis on experimental and analytical work. Experimental data has been collected and compiled in a comprehensive format listing parameters involved in the study. The review also includes research work that has been carried out to date accounting for the effects of local buckling, bond strength, seismic loading, confinement of concrete and secondary stresses on the behaviour of steel-concrete composite columns. (C) 2001 Elsevier Science Ltd. All rights reserved.