Analytical study to evaluate the effect of higher modes of reinforced concrete moment-resisting frames with thin steel shear wall under simple pulse
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DOI: 10.1177/1369433218773241
Abstract: The response of flexible structures with long period to near-fault earthquakes shows an imposed demand on these structures which exceeds their capacity. Also, the relationship between frequency content of earthquake and the main frequency of… read more here.
Keywords: period; effect; higher modes; concrete moment ... See more keywords