Evaluation of Energy Dissipation Capacity of Steel Frames with Steel Shear Walls
Abstract eng: The papers investigates the behavior of steel frames of dissipative steel shear walls Both numerical and experimental analyses have been conducted in order to characterize in terms of energy dissipation and to evaluate the q-factor for design of these structures. The tests have been realized for two series of three-bay and two-storey frames, stiffened of Steel Plate Shear Walls. Specimens have been half-scaled and tested under monotonic and cyclic loading. A numerical model has been calibrated via test results for push over and IDA analyses. Parametric studies have been done on different frame typologies in order to obtain the q factor for such systems.
Contributors:
Publisher:
National Technical University of Athens, 2011
Conference Title:
Conference Title:
COMPDYN 2011 - 3rd International Thematic Conference
Conference Venue:
Island of Corfu (GR)
Conference Dates:
2011-05-25 / 2011-05-28
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2016-11-14, last modified 2016-11-14
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