2015
DOI: 10.1007/s10518-015-9836-9
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Effect of identification on seismic performance assessment of a tall building

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Cited by 6 publications
(4 citation statements)
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“…Finite element modelling (FEM) method deals with condensation of superstructure model to a single degree of freedom oscillator, which represents a basic design quality like the top storey displacement [4]. In reference [1], sixteen accelerometers were adopted to determine how the structure responds to vibration. At the base of the structure the accelerometers are set to threshold value to capture earthquake response.…”
Section: State Of Development In Shmmentioning
confidence: 99%
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“…Finite element modelling (FEM) method deals with condensation of superstructure model to a single degree of freedom oscillator, which represents a basic design quality like the top storey displacement [4]. In reference [1], sixteen accelerometers were adopted to determine how the structure responds to vibration. At the base of the structure the accelerometers are set to threshold value to capture earthquake response.…”
Section: State Of Development In Shmmentioning
confidence: 99%
“…FEM is created in software platform and FEM updating was performed. It was observed that the damping diminishes with the increase in height of the structure [1].…”
Section: State Of Development In Shmmentioning
confidence: 99%
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“…4.5-9 A damage detection/classification and future reliability prediction solution that uses acceleration measurements combined with structural model updating and nonlinear time history analysis to establish the probabilities of correct and incorrect classification of structural state based on the indication from the SHM system is proposed here by extending the earlier work of Soyoz and his collaborators (Soyoz et al, 2010, Kaynardag & Soyoz, 2015Özer & Soyoz, 2015). The approach adopted comprises the following steps:…”
Section: 5-7mentioning
confidence: 99%