FIRE-RESISTANT ANALYSIS OF CONCRETE-FILLED STEEL TUBE BUCKLING-RESTRAINED-BRACE

Hu Dazhu  Chen Lingzhu  Li Guoqiang  Gong Hai

doi:10.13204/j.gyjz201510032

Volume 45 Issue 10

Dec. 2015

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Hu Dazhu Chen Lingzhu Li Guoqiang Gong Hai, . FIRE-RESISTANT ANALYSIS OF CONCRETE-FILLED STEEL TUBE BUCKLING-RESTRAINED-BRACE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 171-175. doi: 10.13204/j.gyjz201510032

Citation:

Hu Dazhu Chen Lingzhu Li Guoqiang Gong Hai, . FIRE-RESISTANT ANALYSIS OF CONCRETE-FILLED STEEL TUBE BUCKLING-RESTRAINED-BRACE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 171-175. doi: 10.13204/j.gyjz201510032

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FIRE-RESISTANT ANALYSIS OF CONCRETE-FILLED STEEL TUBE BUCKLING-RESTRAINED-BRACE

doi: 10.13204/j.gyjz201510032

Hu Dazhu Chen Lingzhu Li Guoqiang Gong Hai,

Publish Date: 2015-10-20

Abstract

Abstract

The heat transfer performance of concrete-filled steel tube buckling-restrained-brace was analyzed by ABAQUS． The results showed that the temperature distribution of core plate was uniform． And the temperature of core plate was only 25 percents of that of the outer tube． The changes in load-bearing capacities of BＲB under different fire durations were calculated according to Technical Code for Antifire of Building Steel Structure ( CECS 200 ∶ 2006) ． Under the results of FEM analysis，the recommend spraying range of fire retardant coatings of BＲB was presented．
- buckling-retrained-braces,
- fire-resistant performance,
- fire retardant coatings,
- ABAQUS