SEISMIC-RESISTANT CAPACITY OF STEEL MULTI-STORY FRAMES WITH CFT TRUSS BEAMS : Effects of partial use of cft truss and influence of number of stories, spans, and varying span lengths | Zendy

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SEISMIC-RESISTANT CAPACITY OF STEEL MULTI-STORY FRAMES WITH CFT TRUSS BEAMS : Effects of partial use of cft truss and influence of number of stories, spans, and varying span lengths

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