摘要
本文在文献［１，２］的基础上，结合我国现行的钢结构设计规范，给出了一种适用于轴压和偏压的钢柱抗火计算和设计方法，供设计者参考。
Based on the achievements published in References [1l and [2], a practical approach suitable for fire-resistant calculation and design of both centrally and eccentrically compressed steel columns is proposed with keeping in accordance with the principles and reliability levels used by the up-to -date Chinese code for Design of Steel Structures. This approach can be regarded as the one which may meet the pressing needs of the engineers involved in the structural design of steel buildings,especially tall steel buildings.
出处
《工业建筑》
CSCD
北大核心
1995年第2期31-37,61,共8页
Industrial Construction
基金
上海市青年科技启明星计划和国家自然科学基金
关键词
钢结构
柱
抗火
设计
计算
ss: steel columns
fire-resistance.
