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中文摘要：
对高强钢管混凝土构件研究成果进行总结，并利用数值计算方法对高强钢管混凝土压弯构件荷载-变形关系曲线进行计算，计算结果与试验结果吻合较好。最后对设计规程DL／T5085—1999、GJB4142—2000（2001）、AIJ（1997）、ECA（1994）、AISC—LRFD（1999）和DBJ13—51—2003（2003）在进行高强钢管混凝土构件承载力计算时的适用性进行比较。
英文摘要：
The research results of concrete filled high strength steel tubular members are summarized, then numerical method is applied in the analyses of load-deformation relations curves of concrete filled high strength steel tubes beamcolumns, and calculated results agree well with tested results. Finally, a comparison is made to understand applicability of different codes including DIJT 5085-1999, GJB 4142 - 2000（2001 ）, AIJ（1997）, EC4（ 1994）, AISC - LRFD（ 1999）, and DBJ 13 - 51 - 2003（2003） for calculating beating capacity of concrete filled high strength steel tubes beam-columns.
同期刊论文项目
同项目期刊论文
Experimental Behaviour of Stiffened Concrete-Filled Thin-Walled Hollow Steel Structural (HSS) Stub C
Effects of heating and loading histories on post-fire cooling behaviour of concrete-filled steel tub
Behavior of thin walled steel tube confined concrete stub columns subjected to axially local compres
Cyclic performance of fire-damaged concrete-filled steel tubular beam-columns repaired with CFRP wra
Behaviour of steel beam to concrete-filled SHS column frames: finite element model and verifications
Cyclic performance of concrete filled steel tubular columns after exposure to fire: analysis and sim
Strength and ductility of stiffened thin-walled hollow steel structural stub columns filled with con
Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression
Experimental Behaviour of Steel Beam to Concrete-Filled Steel Tubular (CFST) Column Connections Afte
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