外伸端板半刚性钢结构连接节点的弯矩-转角智能模型研究

为了寻找一种耗费人力更少、预测效果更好的外伸端板半刚性钢结构连接节点的弯矩-转角(<italic>M</italic>-<italic>θ</italic><sub>r</sub>)关系模型,提出将智能模型引入对该种半刚性连接节点<italic>M</italic>-<italic>θ</italic><sub>r</sub>曲线的预测。首先对现有钢结构梁柱半刚性连接节点<italic>M</italic>-<italic...

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Bibliographic Details
Main Authors: 刘坚, 肖海鹏, 刘长江, 张专涛, 王飞程, 马宏伟, 戚玉亮, 招渝, 彭林苗, 任达, 陈原, 童华炜
Format: Article
Language:zho
Published: Editorial Department of Progress in Steel Building Structures, Tongji University 2023-06-01
Series:Jianzhu Gangjiegou Jinzhan
Subjects:
Online Access:http://steelpro.tongji.edu.cn/thesisDetails#10.13969/j.cnki.cn31-1893.2023.06.005
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