Seismic performance of CFT column-to-WF beam moment connections <div> <img src="https://img.jishulink.com/upload/202011/53711032a03e4b81a71a

<img attachment="true" style="vertical-align: middle; margin-right: 5px;display:inline;" src="http://www.yqgqt.org.cn/platform/static/ueditor/dialogs/attachment/fileTypeImages/icon_pdf.gif"><a style="font-size:16px; color:#0066cc;" href="https://oss.jishulink.com/upload/202011/5dfd80e10a104d0cbe5480f338ed072b.pdf" title="rides1996.pdf">rides1996.pdf</a> 是不是這篇

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Seismic performance of CFT column-to-WF beam moment connections

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默認最新

鄭鈞 Adam

rides1996.pdf

是不是這篇

2020年11月7日

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張帥琪

這兩篇文獻有能查的到的嗎？

1.Kamba T , Kanatani H , Tabuchi M ,Strength and rigidity of joint panel of concrete filled CHS column-to-beam connections [C]//Proceedings of the third International Conference on Steel-Concrete Composite Structures,Wakabayashi M.(ed),Fukuoka,Japan,September 26-29,1991:189-194.。。。。。。。。。。。。。。2.Tort C,Hajjar J F . Damage assessment of concrete filled steel tube members and frames for performance-based design[R]. Structural Engineering Report No.ST-03-1,Department of Civel Engineering,University of Minnesota,Minneapolis,MN,April,2003