Improved finite element modelling of a cable-stayed bridge through systematic manual tuning

WE Daniell; JHG Macdonald

doi:10.1016/j.engstruct.2006.05.003

Improved finite element modelling of a cable-stayed bridge through systematic manual tuning

WE Daniell
, JHG Macdonald

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

61 Citations (Scopus)

Translated title of the contribution	Improved finite element modelling of a cable-stayed bridge through systematic manual tuning
Original language	English
Pages (from-to)	358 - 371
Number of pages	14
Journal	Engineering Structures
Volume	29 (3)
DOIs	https://doi.org/10.1016/j.engstruct.2006.05.003
Publication status	Published - Mar 2007

Bibliographical note

Publisher: Elsevier

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10.1016/j.engstruct.2006.05.003

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Persistent link

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

Cite this

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title = "Improved finite element modelling of a cable-stayed bridge through systematic manual tuning",

author = "WE Daniell and JHG Macdonald",

note = "Publisher: Elsevier",

year = "2007",

month = mar,

doi = "10.1016/j.engstruct.2006.05.003",

language = "English",

volume = "29 (3)",

pages = "358 -- 371",

journal = "Engineering Structures",

issn = "1873-7323",

publisher = "Elsevier B.V.",

}

TY - JOUR

T1 - Improved finite element modelling of a cable-stayed bridge through systematic manual tuning

AU - Daniell, WE

AU - Macdonald, JHG

N1 - Publisher: Elsevier

PY - 2007/3

Y1 - 2007/3

U2 - 10.1016/j.engstruct.2006.05.003

DO - 10.1016/j.engstruct.2006.05.003

M3 - Article (Academic Journal)

SN - 1873-7323

VL - 29 (3)

SP - 358

EP - 371

JO - Engineering Structures

JF - Engineering Structures

ER -

Improved finite element modelling of a cable-stayed bridge through systematic manual tuning

Bibliographical note

Access to Document

Handle.net

Projects

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

Cite this