美国核电厂混凝土安全壳规范抗剪设计方法的演变  

Evolution of the method for shear design of the concrete containment of nuclear power plant in American code

作　　者：贡金鑫 冯治斌 郭书恒 张乃龙 Gong Jinxin;Feng Zhibin;Guo Shuheng;Zhang Nailong(Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China)

机构地区：[1]大连理工大学建设工程学部

出　　处：《建筑结构》2018年第16期1-8,共8页Building Structure

摘　　要：ASME/ACI 359规范是美国核电厂混凝土安全壳设计的规范。介绍了ASME/ACI 359规范从开始编制至今混凝土安全壳抗剪设计的演化过程,特别是修订过程中进行的混凝土板径向剪切、切向剪切和外周剪切的试验,论述了规范抗剪条文编写的科学依据和公式的来源。对编写和修订我国核电厂混凝土安全壳设计规范及促进我国混凝土安全壳的研究具有重要意义。ASME/ACI 359 is the code for design of the concrete containment of nuclear power plant in United State.Introduction on evolution of ASME/ACI 359 specifications of the concrete containment shear design from the first edition to date was made,especially the tests associating with radial shear,tangential shear and peripheral shear of concrete slab during the revision process,and the source of background and philosophy of the shear design clause were discussed. It is of great significance for drafting and revising Chinese code of concrete containment of nuclear power plant as well as promoting the relevant research on the concrete containment in China.

关 键 词：核电厂 安全壳 抗剪 

分 类 号：TU37[建筑科学—结构工程]