文章内容的更正
<正>在《建筑钢结构进展》2012年第14卷第6期上发表的"断面削弱型节点的研究进展"（pp14～20,作者:宿专青,殷福新,张继涛）一文中,第16页左上角第5行:"FEMA-350中对连续板的设计规定为:满足式（2）则不加设连续板,否则应加设连续板。"有误,现更正为:"FEMA-350中对连续板的设计规定为:满足式（2）则需要加设连...
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| Format: | Article |
|---|---|
| Language: | zho |
| Published: |
Editorial Department of Progress in Steel Building Structures, Tongji University
2013-01-01
|
| Series: | Jianzhu Gangjiegou Jinzhan |
| Online Access: | http://steelpro.tongji.edu.cn/thesisDetails?columnId=40757073&Fpath=home&index=0 |
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| collection | DOAJ |
| description | <正>在《建筑钢结构进展》2012年第14卷第6期上发表的"断面削弱型节点的研究进展"（pp14～20,作者:宿专青,殷福新,张继涛）一文中,第16页左上角第5行:"FEMA-350中对连续板的设计规定为:满足式（2）则不加设连续板,否则应加设连续板。"有误,现更正为:"FEMA-350中对连续板的设计规定为:满足式（2）则需要加设连 |
| format | Article |
| id | doaj-art-b1504aedbbd741cdbe6a32fe7027decc |
| institution | Kabale University |
| issn | 1671-9379 |
| language | zho |
| publishDate | 2013-01-01 |
| publisher | Editorial Department of Progress in Steel Building Structures, Tongji University |
| record_format | Article |
| series | Jianzhu Gangjiegou Jinzhan |
| spelling | doaj-art-b1504aedbbd741cdbe6a32fe7027decc2025-01-15T02:38:33ZzhoEditorial Department of Progress in Steel Building Structures, Tongji UniversityJianzhu Gangjiegou Jinzhan1671-93792013-01-0115740757073文章内容的更正<正>在《建筑钢结构进展》2012年第14卷第6期上发表的"断面削弱型节点的研究进展"（pp14～20,作者:宿专青,殷福新,张继涛）一文中,第16页左上角第5行:"FEMA-350中对连续板的设计规定为:满足式（2）则不加设连续板,否则应加设连续板。"有误,现更正为:"FEMA-350中对连续板的设计规定为:满足式（2）则需要加设连http://steelpro.tongji.edu.cn/thesisDetails?columnId=40757073&Fpath=home&index=0 |
| spellingShingle | 文章内容的更正 Jianzhu Gangjiegou Jinzhan |
| title | 文章内容的更正 |
| title_full | 文章内容的更正 |
| title_fullStr | 文章内容的更正 |
| title_full_unstemmed | 文章内容的更正 |
| title_short | 文章内容的更正 |
| title_sort | 文章内容的更正 |
| url | http://steelpro.tongji.edu.cn/thesisDetails?columnId=40757073&Fpath=home&index=0 |