LRFD: implementing structural reliability in professional practice

被引：65
作者：
Ellingwood, BR [1 ]
机构：
[1] Johns Hopkins Univ, Dept Civil Engn, Baltimore, MD 21218 USA
来源：
ENGINEERING STRUCTURES | 2000年 / 22卷 / 02期
关键词：
buildings (codes); design (buildings); reliability; steel; structural engineering;
D O I：
10.1016/S0141-0296(98)00099-6
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Structural reliability methods provide the framework for addressing building safety and serviceability issues in a rational manner. Load and resistance factor design (LRFD) represents the first attempt ill the United States to implement a rational probabilistic approach to managing uncertainties in the building process in a structural code. The development of LRFD during the period 1969-85, under the leadership of Professor Theodore V. Galambos, is a paradigm of collaboration between structural engineers, reliability analysts, and the building industry. Not surprisingly, LRFD has opened the door to new research opportunities and challenges. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：106 / 115
页数：10
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