Zobrazeno 1 - 10
of 66
pro vyhledávání: '"Manohar CS"'
© 2018 Rhodopsin transmembrane proton pumps (fuelled by visible light which is absorbed by retinal (carotenoid) chromophores) exist in all three domains of living species and in all groups of true fungi studied. Light driven proton and sodium pumps
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______363::bd3f921a57a53d07cc86c1df0f8422ff
https://hdl.handle.net/10453/135188
https://hdl.handle.net/10453/135188
Autor:
Sundar, VS, Manohar, CS
Publikováno v:
IndraStra Global.
This paper proposes a novel experimental test procedure to estimate the reliability of structural dynamical systems under excitations specified via random process models. The samples of random excitations to be used in the test are modified by the ad
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::7e9d1505a12f6b8344eec8ad68a6462c
https://igi.indrastra.com/items/show/191791
https://igi.indrastra.com/items/show/191791
Publikováno v:
IndraStra Global.
The problem of identifying parameters of time invariant linear dynamical systems with fractional derivative damping models, based on a spatially incomplete set of measured frequency response functions and experimentally determined eigensolutions, is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::8deb9f5fd00376c6e6e6205d715af2c2
http://eprints.iisc.ac.in/21009/1/siva_sv_csm.pdf
http://eprints.iisc.ac.in/21009/1/siva_sv_csm.pdf
Inverse Sensitivity Analysis of Singular Solutions of FRF matrix in Structural System Identification
The problem of structural damage detection based on measured frequency response functions of the structure in its damaged and undamaged states is considered. A novel procedure that is based on inverse sensitivity of the singular solutions of the syst
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::e5d4c9b79d6437d7e1cee44cc46d3617
http://eprints.iisc.ernet.in/19690/
http://eprints.iisc.ernet.in/19690/
Autor:
Namdeo, Vikas, Manohar, CS
The problem of identification of nonlinear system parameters from measured time histories of response under known excitations is considered. Solutions to this problem are obtained by using the force state mapping technique with two alternative functi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1e5dca34c1ab31d6ed88b08d3ad00caf
http://eprints.iisc.ernet.in/17575/
http://eprints.iisc.ernet.in/17575/
Publikováno v:
IndraStra Global.
Reliability of nonlinear vibrating systems under stochastic excitations is investigated using a two-stage Monte Carlo simulation strategy. For systems with white noise excitation, the governing equations of motion are interpreted as a set of Ito stoc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::712b8b9e4d076b353ad7a1d634408e34
https://igi.indrastra.com/items/show/190412
https://igi.indrastra.com/items/show/190412
Autor:
Manjuprasad, M, Manohar, CS
Publikováno v:
IndraStra Global.
A technique for adaptive random field refinement for stochastic finite element reliability analysis of structures is presented in this paper. Refinement indicator based on global importance measures are proposed and used for carrying out adaptive ran
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::8a2b7def1ced88b2aa081130f3abc155
http://eprints.iisc.ac.in/14719/1/manju_cmes.pdf
http://eprints.iisc.ac.in/14719/1/manju_cmes.pdf
Autor:
Abbas, AM, Manohar, CS
Publikováno v:
IndraStra Global.
The study considers the earthquake response of stack-like structures subjected to simultaneous action of random horizontal and vertical earthquake acceleration components. The governing equation of motion in this case is approximated by a set of coup
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::77f582a187df2fb6048298983184f19a
https://igi.indrastra.com/items/show/190058
https://igi.indrastra.com/items/show/190058
Autor:
Manohar, CS, Gupta, Sayan
Publikováno v:
IndraStra Global.
The aim of this paper is to investigate the steady state response of beams under the action of random support motions. The study is of relevance in the context of earthquake response of extended land based structures such as pipelines and long span b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=issn23813652::6c89c40050907f8f47a29246df8afd72
https://igi.indrastra.com/items/show/191313
https://igi.indrastra.com/items/show/191313
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