Fire performance of steel-reinforced concrete beam–column joints
作者： Y.-Q. Zheng , Z. Tao , L.-H. Han
DOI: 10.1680/MACR.2008.61.7.499
关键词:
摘要: The present study is an investigation into the fire performance of steel-reinforced concrete (SRC) beam–column joints subjected to fire. Two new tests on SRC ISO-834 standard were carried out and described. A finite-element analysis (FEA) modelling was developed. comparison results calculated using this shows generally good agreement with test results. FEA then used investigate influence important parameters that determine mechanism composite under
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