2000
DOI: 10.1016/s0141-0296(98)00097-2
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Base isolation system with shape memory alloy device for elevated highway bridges

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Cited by 319 publications
(208 citation statements)
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“…Case 4 ( Figure 3) shows a type of behavior often seen in electrical substations [9]. Finally, in Case 5 (Figure 4), the passive function g(z) captures the Stribeck effect as in [20] and [21]. The above hysteretic loops cannot be reproduced with the original Bouc-Wen model.…”
Section: Remark 1-function G(ẋ G(z)))) Is Positively Homogeneous Wimentioning
confidence: 96%
“…Case 4 ( Figure 3) shows a type of behavior often seen in electrical substations [9]. Finally, in Case 5 (Figure 4), the passive function g(z) captures the Stribeck effect as in [20] and [21]. The above hysteretic loops cannot be reproduced with the original Bouc-Wen model.…”
Section: Remark 1-function G(ẋ G(z)))) Is Positively Homogeneous Wimentioning
confidence: 96%
“…The Graesser-Cozzarelli model [11] was extended by Wilde et al [3] to include the hardening behaviour of SMA materials after the transition from austenite to martensite phase is completed. The stress-strain relation of the extended hysteretic model of Ni-Ti Shape Memory Alloy is shown in Fig.…”
Section: Hysteretic Model Of Nickel-titanium (Ni-ti) Shape Memory Alloymentioning
confidence: 99%
“…Previously reported applications of SMAs in structural base isolation include implementation of SMA bars for base-isolation of highway bridges [3], and SMA wire re-centering devices for buildings [4]. The SMAs have been implemented as passive energy dissipation devices in braces for framed structures [5,6,7], in dampers for cable-stayed bridges [8] and in connection elements for columns [9].…”
Section: Introductionmentioning
confidence: 99%
“…Besides models generated from experiment results Delemont and DesRoches [10], many models were derived through different theoretical approaches. For examples, Graesser and Cozzarelli proposed a model based on one strain variable ε Graesser and Cozzarelli [11], which later modified by Wilde et al [3] and Zhu and Zhang [5]. A class of thermo-mechanical models with assumed phase transformation kinetics was firstly proposed by Tanaka [12], in which an internal variable ξ was used to represent the martensite volumetric fraction.…”
Section: Constitutive Models Of Smasmentioning
confidence: 99%
“…For examples, two families of passive seismic control devices, i.e., special frame braces and isolation devices for buildings and bridges, were implemented within the MANSIDE project Dolce et al [2]. A smart isolator combined by a laminated rubber bearing with a SMA device was proposed for bridge protection Wilde et al [3]. Novel SMA-based devices were also present by Li et al [4], Zhu and Zhang [5,6], Song et al [7], McCormick et al [8], etc., on which experiments, numerical models and applications were investigated but most of them were still in laboratory stage.…”
Section: Introductionmentioning
confidence: 99%