Permanent displacement based seismic design chart for cantilever retaining walls

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dc.contributor.author Jadhav, Prajakta R.
dc.contributor.author Singh, Mohit
dc.contributor.author Prashant, Amit
dc.contributor.other GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering (GSIC 2018)
dc.coverage.spatial Shanghai, CN
dc.date.accessioned 2018-05-15T10:39:52Z
dc.date.available 2018-05-15T10:39:52Z
dc.date.issued 2018-05-27
dc.identifier.citation Jadhav, Prajakta; Singh, Mohit and Prashant, Amit, "Permanent displacement based seismic design chart for cantilever retaining walls", in the GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering (GSIC 2018), Shanghai, CN, May 27-30, 2018. en_US
dc.identifier.uri https://repository.iitgn.ac.in/handle/123456789/3658
dc.description.abstract We analyze and optimize the performance of coupled plasmonic nanoantennas for refractive index sensing. The investigated structure supports a sub- and a superradiant mode that originates in the weak coupling of a dipolar and a quadrupolar mode, resulting in a Fano-type spectral lineshape. In our study, we vary the near-field coupling of the two modes and particularly examine the influence of the spectral detuning between them on the sensing performance. Surprisingly, the case of matched resonance frequencies does not provide the best sensor. Instead, we find that the right amount of coupling strength and spectral detuning allows for achieving the ideal combination of narrow linewidth and sufficient excitation strength of the subradiant mode, and therefore results in an optimized sensor performance. Our findings are confirmed by experimental results and first-order perturbation theory. The latter is based on the resonant state expansion and provides direct access to resonance frequency shifts and linewidth changes as well as the excitation strength of the modes. Based on these parameters, we define a figure of merit that can be easily calculated for different sensing geometries and agrees well with the numerical and experimental results.
dc.description.statementofresponsibility by Prajakta Jadhav, Mohit Singh and Amit Prashant
dc.language.iso en en_US
dc.title Permanent displacement based seismic design chart for cantilever retaining walls en_US
dc.type Article en_US


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