A 9 m high,near full scale three-storey configurable steel frame compositefloor building incorporating frictionbased connections is to be tested using two linked bi-directional shake tables at the International joint re...A 9 m high,near full scale three-storey configurable steel frame compositefloor building incorporating frictionbased connections is to be tested using two linked bi-directional shake tables at the International joint research Laboratory of Earthquake Engineering(ILEE)facilities,Shanghai,China,as part of the RObust BUilding SysTem(ROBUST)project.A total of nine structural configurations are designed and detailed.To have a better understanding of the expected system behaviour,as well as effects of other structural and non-structural elements(NSEs)on the overall system response,experimental testing at component level has been conducted prior to the shake table testing.This paper presents an introduction to the ROBUST project,followed by a numerical study on one of the nine configurations of the structure,having Moment Resisting Steel Frame(MRSF)in the longitudinal direction and Concentrically Braced Frame(CBF)in the transverse direction.Hysteretic properties employed in the numerical models are validated against component test results.The predictions of the building’s seismic response under selected base excitations are presented indicating the likely low damage performance of the structure.展开更多
基金support from New Zealand Ministry of Business,Innovation and Employment(MBIE)through an Endeavour Fund for the Research Programme(Sustainable Earthquake Resilient Buildings for a Better Future-PROP-83779-ENDRP-AUT)is greatly appreciated.
文摘A 9 m high,near full scale three-storey configurable steel frame compositefloor building incorporating frictionbased connections is to be tested using two linked bi-directional shake tables at the International joint research Laboratory of Earthquake Engineering(ILEE)facilities,Shanghai,China,as part of the RObust BUilding SysTem(ROBUST)project.A total of nine structural configurations are designed and detailed.To have a better understanding of the expected system behaviour,as well as effects of other structural and non-structural elements(NSEs)on the overall system response,experimental testing at component level has been conducted prior to the shake table testing.This paper presents an introduction to the ROBUST project,followed by a numerical study on one of the nine configurations of the structure,having Moment Resisting Steel Frame(MRSF)in the longitudinal direction and Concentrically Braced Frame(CBF)in the transverse direction.Hysteretic properties employed in the numerical models are validated against component test results.The predictions of the building’s seismic response under selected base excitations are presented indicating the likely low damage performance of the structure.
