An Investigation on the Seismic Behavior of Braced Steel Frames under Vertical Component of Ground Motion
Publish place: 9th International Congress on Civil Engineering
Publish Year: 1391
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCE09_1320
تاریخ نمایه سازی: 7 مهر 1391
Abstract:
In this research the effect of combined horizontal and vertical component of earthquakes on the seismic behavior of braced steel frames was investigated.Seismic behavior has been verified by conductionnonlinear dynamic analysis under the vertical and horizontal earthquakes and horizontal component alone. Three structures with 4, 8 and 12 stories representing low, medium and high braced steel structures selected. The analysis subjected to 3 strong motion records. Results from the analytical study indicatedthat the inclusion of the vertical component has greatly influence the axial forces in the columns but little effect on the shears and bending moment in the beam
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Authors
Seyed Mohammad Hossein Razavi
Salehan Institute of Higher Education, Ghaemshahr, Iran