Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling

JHG Macdonald; WE Daniell

doi:10.1016/j.engstruct.2005.06.007

Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling

JHG Macdonald, WE Daniell

Research output: Contribution to journal › Article (Academic Journal) › peer-review

101 Citations (Scopus)

Translated title of the contribution	Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling
Original language	English
Pages (from-to)	1916 - 1930
Number of pages	14
Journal	Engineering Structures
Volume	27 (13)
DOIs	https://doi.org/10.1016/j.engstruct.2005.06.007
Publication status	Published - Nov 2005

Bibliographical note

Publisher: Elsevier

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10.1016/j.engstruct.2005.06.007

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EVALUATION OF THE DYNAMIC PERFORMANCE OF A PROTOTYPE CABLE-STAYED BRIDGE DUE TO ENVIRONMENTAL AND IN SERVICE LOADS
Macdonald, J. H. G. (Principal Investigator)
1/08/01 → 1/02/03
Project: Research

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@article{e7e8776629894be0aa4845cb82202960,

title = "Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling",

author = "JHG Macdonald and WE Daniell",

note = "Publisher: Elsevier",

year = "2005",

month = nov,

doi = "10.1016/j.engstruct.2005.06.007",

language = "English",

volume = "27 (13)",

pages = "1916 -- 1930",

journal = "Engineering Structures",

issn = "1873-7323",

publisher = "Elsevier B.V.",

}

TY - JOUR

T1 - Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling

AU - Macdonald, JHG

AU - Daniell, WE

N1 - Publisher: Elsevier

PY - 2005/11

Y1 - 2005/11

U2 - 10.1016/j.engstruct.2005.06.007

DO - 10.1016/j.engstruct.2005.06.007

M3 - Article (Academic Journal)

SN - 1873-7323

VL - 27 (13)

SP - 1916

EP - 1930

JO - Engineering Structures

JF - Engineering Structures

ER -

Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling

Bibliographical note

Access to Document

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Projects

EVALUATION OF THE DYNAMIC PERFORMANCE OF A PROTOTYPE CABLE-STAYED BRIDGE DUE TO ENVIRONMENTAL AND IN SERVICE LOADS

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