PROBABILISTIC STUDY OF SAFETY CRITERIA FOR DESIGN.

被引：0
|
作者：
Ellingwood, B.R.
Ang, A.H.S.
机构：
来源：
Canterbury Engineering Journal | 1972年 / 387期
关键词：
BEAMS AND GIRDERS - Concrete - COLUMNS - MATHEMATICAL MODELS - RELIABILITY - WIND EFFECTS;
D O I：
暂无
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学科分类号：
摘要：
Investigation to illustrate how a design format based on acceptable risk criterion might be developed. The extended reliability model is used as the basis. An attempt is made to give structural reliability analysis a sense of perspective. A discussion of the extended reliability model. The formulation of the flexural and shear resistance models for a concrete beam with tension reinforcement and a model for studying columns subjected to eccentric loading. Load models for permanent, short, and long term gravity loads, and lateral wind loads. Some practical recommendations for the development of reliability-based design criteria.
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