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

中图分类号：

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.

引用

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