Ultimate Limit State of the Bearing Walls.

被引：0

作者：

Coin, Andre

机构：

来源：

Annales de l'Institut Technique du Batiment et des Travaux Publics | 1975年 / 324期

关键词：

BUILDINGS - Walls - COLUMNS - Concrete - DOMES AND SHELLS - Stresses;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The limit state of strength of concrete columns subjected to an eccentric normal force is considered to be adequately represented by ultimate state calculating methods with second order effects being taken into consideration. The study presented allows extending the field of application of these methods to bearing ribbed shells.

引用

页码：99 / 122

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