新型钢管混凝土结构的力学性能与设计理论研究 第十三届全国结构工程学术会议特邀报告
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摘要
近年来作者对薄壁钢管混凝土、钢管高性能混凝土和中空夹层钢管混凝土等新型钢管混凝土结构进行了研究,并取得初步成果.本文拟在简要归纳和总结这些研究成果的基础上.提出这些新型钢管混凝土结构设计计算的特点和方法,以期为有关工程实践提供参考。
This paper summarizes the research work on some new kinds of concrete-filled steel tubes, with an emphasis on concrete filled thin-walled steel tubes, steel tubular columns filled with high-performance concrete and concrete filled double-skin steel tubes. The topics covered include the behaviour and design method of these composite columns, and may be reference for engineering practice.
This paper summarizes the research work on some new kinds of concrete-filled steel tubes, with an emphasis on concrete filled thin-walled steel tubes, steel tubular columns filled with high-performance concrete and concrete filled double-skin steel tubes. The topics covered include the behaviour and design method of these composite columns, and may be reference for engineering practice.
引文
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[8] Elchaiakani, M., Zhao, X.L., and Grzebieta, R.H. 2002, Tests on Concrete Filled Double Skin (CHS outer and SHS inner)Composite Short Columns under Axial Compression, Thin-Walled Structures, 40(5) , 415-441
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[11] 冯斌,2004． 钢管混凝土中核心混凝土的温度、收缩和徐变计算模型研究[D].福州:福州大学硕士学位论文
[12] 福建省工程建设地方标准DBJ13-51-2003,2003． 钢管混凝土结构技术规程,福州
[13] Han, L. H., 2000a. Tests on concrete filled steel tubular columns with high slenderness ratio[J]. Advances in StructuralEngineering-An International Journal, 3(4) : 337-344
[14] Han, L. H., 2000b. The influence of concrete compaction on the strength of concrete filled steel tubes[J]. Advances inStructural Engineering-An International Journal, 3(2) : 131-137
[15] Han, L. H., 2001． Fire performance of concrete filled steel tubular beam-columns[J]. Journal of Constructional SteelResearch-An International Journal, 57(6) : 695-709
[16] Han, L. H., 2002． Tests on stub columns of concrete-filled RHS sections[J]. Journal of Constructional Steel Research, 58(3) :353-372
[17] Han, L. H., 2004． Flexural behaviour of concrete filled steel tubes [J], Journal of Constructional Steel Research. 60 (2) :313-337
[18] 韩林海,2004． 钢管混凝土结构(第一二版)[M].北京:科学出版社
[19] 韩林海、贺军利、吴海江、韩庆发,2000a.钢管混凝土柱耐火性能的试验研究[J].土木工程学报.33(3) :31-36
[20] 韩林海、霍静思,2002． 火灾作用后钢管混凝土柱的承载力研究[J].土木工程学报.35(4) :25-35
[21] Han, L. H. and Huo, J. S., 2003． Concrete-filled hollow structural steel columns after exposure to 1SO-834 fire standard[J], Journal of Structural Engineering, ASCE. 129( 1) : 68-78
[22] Han L. H. and Lin X. K.., 2004． Tests on cyclic behavior of concrete-filled HSS columns after exposure to ISO-834 standard fire. Journal of Structural Engineering, ASCE (accepted for publication)
[23] 韩林海、刘威,2002． 长期荷载作用对圆钢管混凝土压弯构件力学性能影响的研究[J].土木工程学报.35(2) :8-19
[24] 韩林海、陶忠,2000． 方钢管混凝土柱的延性系数[J].地震工程与工程振动,20(4) :56-65
[25] 韩林海、陶忠,2001． 方钢管混凝土轴压力学性能的理论分析与试验研究[J].土木工程学报,34(2) :17-25
[26] Han L. H., Tao, Z., Huang, H. and Zhao, X. L., 2004a. Concrete-filled double skin (SHS outer and CHS inner) steel tubularbeam-columns, Thin Walled Structures (accepted for publication)
[27] Han, L. H., Tao, Z. and Liu, W., 2004b. Effects of sustained load on concrete-filled HSS (hollow structural steel) columns[J].Journal of Structural Engineering, ASCE, 130 (in press)
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