方钢管配筋混凝土柱耐火极限影响因素分析及实用计算方法研究

徐蕾; 姚熊亮

doi:10.13204/j.gyjz200611009

方钢管配筋混凝土柱耐火极限影响因素分析及实用计算方法研究

doi: 10.13204/j.gyjz200611009

徐蕾,
姚熊亮

1.
哈尔滨工程大学船舶与海洋工程学院哈尔滨150001

详细信息

作者简介:
徐蕾女 1975年8月出生博士后 E-mail:xulei@dlnu.edu.Cn

中图分类号: TU398.9
计量
- 文章访问数: 132
- HTML全文浏览量: 16
- PDF下载量: 80
- 被引次数: 0
出版历程
- 收稿日期: 2006-06-12
- 刊出日期: 2006-11-20

FACTORS AFFECTING THE FIRE RESISTANCE AND FIRE RESISTANCE CALCULATION OF BAR-REINFORCED CONCRETE FILLED SQUARE STEEL COLUMNS

1.
Shipping Project Institute,Harbin Engineering University Harbin 150001

摘要

摘要: 利用方钢管配筋混凝土柱耐火极限的理论计算方法,对标准升温曲线升温及火灾有效荷载作用下,截面尺寸、构件长细比、截面含钢率、材料强度、荷载偏心率以及钢筋配筋率和钢筋强度对方钢管配筋混凝土柱耐火极限的影响进行分析。并在此基础上,提出按规范ISO-834和《建筑构件耐火试验方法》(GB9978-88)规定的标准升温曲线升温作用下,钢管配筋混凝土柱耐火极限的实用计算方法,计算结果与数值计算和试验结果均吻合较好。
- 方钢管 /
- 配筋混凝土 /
- 参数分析 /
- 耐火极限 /
- 实用计算方法
Abstract: Used of the theoretical model for the analysis of fire resistance of bar-reinforced concrete filled square steel tubes,factors affecting the fire resistance,such as sectional dimension;slenderness ratio;steel ratio;strength of materials;eccentricity;bar-reinforced ratio and strength of bar-reinforcement,are analyzed.On the basis of that,fire resistance formula is proposed according to ISO-834 and GB 9978-88.
- square steel tubes /
- bar-reinforced concrete /
- affecting factors /
- fire resistance /
- fire resistance formula

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参考文献(22)

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