钢筋混凝土板壳在中面力系作用下的极限分析和设计

Limit Analysis and Design of Reinforced Concrete Slabs and Shells under the Action of Membrane Forces

本文根据Ｇｖｏｚｄｅｖ极限平衡法［３］和钢筋总耗量最小原则，推导了钢筋混凝土板壳在中面力系作用下的极限设计公式。这些公式已为我国新编制的《压水堆核电厂预应力混凝土安全壳设计规范》、《压水堆核电厂核安全有关的混凝土结构设计规范》和《海工混凝土结构技术规范》所采纳。

Based on the Gvozdev's limit equilibrium method and the principle of minimum steel consumption,a series of limit design formulas for reinforced concrete slabs and shells under the action of membrane forces are derived. These formulas have been adopted by the new Chinese Standards:'The Code for Design of PWR Nuclear Power Plant Prestressed Concrete Containments','The Code for Design of Nuclear Safety Related Concrete Structures of PWR Nuclear Power Plants'and'The Code of Sea Concrete Constructions'.