SEISMIC-RESISTANT CAPACITY OF STEEL MULTI-STORY FRAMES WITH CFT TRUSS BEAMS : Comparison with frames with pure steel truss girders or full-web, H-shaped sections

SEISMIC-RESISTANT CAPACITY OF STEEL MULTI-STORY FRAMES WITH CFT TRUSS BEAMS : Comparison with frames with pure steel truss girders or full-web, H-shaped sections
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DOI：
10.3130/aijs.70.181_3
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发表时间：
2005
期刊：
Journal of Structural and Construction Engineering (transactions of Aij)
影响因子：
--
通讯作者：
A. Kawano;H. Nejime;M. Tokuda
A. Kawano;H. Nejime;M. Tokuda
中科院分区：
其他
文献类型：
--
作者：
A. Kawano;H. Nejime;M. Tokuda

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