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Temperature effects of shape memory alloys(SMAs)in damage control design of steel portal frames 被引量:1
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作者 Xiaoqun LUO Hanbin GE Tsutomu USAMI 《Frontiers of Structural and Civil Engineering》 SCIE EI 2012年第4期348-357,共10页
The objective of the present study is to analytically investigate temperature effects of an axial-type seismic damper made of shape memory alloys(SMAs)equipped in steel frames.Based on a modified multilinear one dimen... The objective of the present study is to analytically investigate temperature effects of an axial-type seismic damper made of shape memory alloys(SMAs)equipped in steel frames.Based on a modified multilinear one dimensional constitutive model of SMAs,two types of SMAs are employed,which have different stress plateau and different stress growth rate with temperature increase.Temperature effects of SMA dampers on seismic performance upgrading are discussed in three aspects:different environment temperatures;rapid loading rate induced heat generation and different SMA fractions.The analysis indicates that the effect of environment temperature should be considered for the SMA damper in steel frames.However,the rapid loading rate induced heat generation has little adverse effect. 展开更多
关键词 damage control design shape memory alloy temperature effect
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Parametric study on damage control design of SMA dampers in frame-typed steel piers
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作者 Xiaoqun LUO Hanbin GE Tsutomu USAMI 《Frontiers of Structural and Civil Engineering》 SCIE EI 2009年第4期384-394,共11页
This paper focuses on damage control design of SMA dampers in steel frame piers.A parametric study based on time history analyses is carried out on frametyped bridge piers with axial-type SMA damping device.The parame... This paper focuses on damage control design of SMA dampers in steel frame piers.A parametric study based on time history analyses is carried out on frametyped bridge piers with axial-type SMA damping device.The parameters examined are design parameters of strength ratioαF and stiffness ratioαK.Seismic performance indexes on displacement and strain are investigated under three JRA recommended Level 2 Ground TypeПstrong earthquake motions.Design recommendations are suggested following the results of the parametric study. 展开更多
关键词 damage control design shape memory alloy parameter study displacement-based verification strainbased verification time history analysis
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