国外期刊论文简介

<正> 文章提出用一个平面断裂模型模拟钢结构梁柱连接处翼缘焊缝的断裂行为。模型的公式包括了确定与断裂几何有关的强度系数。考虑了典型的应力状况对支撑的影响。模型还融入了理想的残余应变分布,用来检验它对断裂行为的影响。还特别关注了在洛杉矶地震中严重受损的典型连接形...

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Bibliographic Details
Format: Article
Language:zho
Published: Editorial Department of Progress in Steel Building Structures, Tongji University 2002-01-01
Series:Jianzhu Gangjiegou Jinzhan
Online Access:http://steelpro.tongji.edu.cn/thesisDetails?columnId=40765172&Fpath=home&index=0
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