Modal Identification of Practical Engineering Structures using Second-Order Blind Identification (Record no. 15142)

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fixed length control field a
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control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20210906143135.0
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fixed length control field 210906b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 14188
Author Lakshmi, K.
245 ## - TITLE STATEMENT
Title Modal Identification of Practical Engineering Structures using Second-Order Blind Identification
250 ## - EDITION STATEMENT
Volume, Issue number Vol.102(2), June
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New York
Name of publisher, distributor, etc. Springer
Year 2021
300 ## - PHYSICAL DESCRIPTION
Pagination 499-512p.
520 ## - SUMMARY, ETC.
Summary, etc. It is highly desirable to have a reliable modal parameter estimation technique with output-only measurements, especially for tall structures subjected to ambient wind loads. A modal identification technique called second-order blind identification (SOBI) is discussed in this paper to estimate the modal parameters of tall structures subjected to ambient loading. This method requires only acceleration time history data. The data are first preprocessed through cross-correlations to obtain the free response. SOBI uses these free responses to generate the mixing matrix (i.e., modal matrix) and sources, which are the modal responses of the structure. Even though SOBI has earlier been employed for modal parameter estimation, the majority of works attempt to solve small academic problems. Keeping this in view, we attempt to solve some practical engineering problems associated with tall structures. The proposed modal estimation technique is first evaluated using synthetic data of a 76-story tall benchmark building with varying levels of noise and later validated with the experimental data of the 610 m tall Guangzhou New TV Tower (GNTVT). Investigations carried out in this paper, using numerical and experimental ambient responses of tall structures, clearly indicate that the modal parameters estimated using SOBI are comparing very well with theoretical values.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 14189
Co-Author Reddy, V. K.
773 0# - HOST ITEM ENTRY
Title Journal of the institution of engineers (India): Series A
Place, publisher, and date of publication Switzerland Springer
International Standard Serial Number 2250-2149
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://link.springer.com/article/10.1007/s40030-021-00523-2
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Articles Abstract Database
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          School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 2021-09-06 2021-2022051 2021-09-06 2021-09-06 Articles Abstract Database
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