Dynamic analysis of the Milad Tower

Edwin Wilhelm; Mitchell Ford; Darren Coelho; Lachlan Lawler; Peter Ansourian; Fernando Alonso-Marroquin; Faham Tahmasebinia

doi:10.1063/1.4961104

Dynamic analysis of the Milad Tower

Edwin Wilhelm
, Mitchell Ford
, Darren Coelho
, Lachlan Lawler
, Peter Ansourian
, Fernando Alonso-Marroquin
, Faham Tahmasebinia^*

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

5 Scopus citations

Abstract

This report involves the modelling of the Milad Tower using the finite element analysis program Strand7. A dynamic analysis was performed on the structure in order to understand the deflections and stresses as a result of earthquake and wind loading. In particular, Linear Static as well as Natural Frequency and Spectral Response solvers were used to determine the behaviour of the structure under loading. The findings of the report highlight that the structure was modelled accurately with the outputs representing realistic values. The report suggests that the design of the beams, columns, slabs and all structural members was sufficient enough to support the tower during maximum loading cases. The governing load case was earthquake loading.

Original language	English
Title of host publication	Numerical Methods in Civil Engineering
Subtitle of host publication	Dynamics of Structures 2016
Editors	Fernando Alonso-Marroquin
Publisher	American Institute of Physics Inc.
ISBN (Electronic)	9780735414204
DOIs	https://doi.org/10.1063/1.4961104
State	Published - 11 Aug 2016
Externally published	Yes
Event	Numerical Methods in Civil Engineering: Dynamics of Structures 2016 - Sydney, Australia Duration: 23 May 2016 → 1 Jun 2016

Publication series

Name	AIP Conference Proceedings
Volume	1762
ISSN (Print)	0094-243X
ISSN (Electronic)	1551-7616

Conference

Conference	Numerical Methods in Civil Engineering: Dynamics of Structures 2016
Country/Territory	Australia
City	Sydney
Period	23/05/16 → 1/06/16

Bibliographical note

Publisher Copyright:
© 2016 Author(s).

ASJC Scopus subject areas

General Physics and Astronomy

Access to Document

10.1063/1.4961104

Cite this

Wilhelm, E., Ford, M., Coelho, D., Lawler, L., Ansourian, P., Alonso-Marroquin, F., & Tahmasebinia, F. (2016). Dynamic analysis of the Milad Tower. In F. Alonso-Marroquin (Ed.), Numerical Methods in Civil Engineering: Dynamics of Structures 2016 Article 020006 (AIP Conference Proceedings; Vol. 1762). American Institute of Physics Inc.. https://doi.org/10.1063/1.4961104

@inproceedings{b6a727a4cf244cd9b4101811ddca603c,

title = "Dynamic analysis of the Milad Tower",

abstract = "This report involves the modelling of the Milad Tower using the finite element analysis program Strand7. A dynamic analysis was performed on the structure in order to understand the deflections and stresses as a result of earthquake and wind loading. In particular, Linear Static as well as Natural Frequency and Spectral Response solvers were used to determine the behaviour of the structure under loading. The findings of the report highlight that the structure was modelled accurately with the outputs representing realistic values. The report suggests that the design of the beams, columns, slabs and all structural members was sufficient enough to support the tower during maximum loading cases. The governing load case was earthquake loading.",

author = "Edwin Wilhelm and Mitchell Ford and Darren Coelho and Lachlan Lawler and Peter Ansourian and Fernando Alonso-Marroquin and Faham Tahmasebinia",

note = "Publisher Copyright: {\textcopyright} 2016 Author(s).; Numerical Methods in Civil Engineering: Dynamics of Structures 2016 ; Conference date: 23-05-2016 Through 01-06-2016",

year = "2016",

month = aug,

day = "11",

doi = "10.1063/1.4961104",

language = "English",

series = "AIP Conference Proceedings",

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Wilhelm, E, Ford, M, Coelho, D, Lawler, L, Ansourian, P, Alonso-Marroquin, F & Tahmasebinia, F 2016, Dynamic analysis of the Milad Tower. in F Alonso-Marroquin (ed.), Numerical Methods in Civil Engineering: Dynamics of Structures 2016., 020006, AIP Conference Proceedings, vol. 1762, American Institute of Physics Inc., Numerical Methods in Civil Engineering: Dynamics of Structures 2016, Sydney, Australia, 23/05/16. https://doi.org/10.1063/1.4961104

Dynamic analysis of the Milad Tower. / Wilhelm, Edwin; Ford, Mitchell; Coelho, Darren et al.
Numerical Methods in Civil Engineering: Dynamics of Structures 2016. ed. / Fernando Alonso-Marroquin. American Institute of Physics Inc., 2016. 020006 (AIP Conference Proceedings; Vol. 1762).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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AU - Wilhelm, Edwin

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AU - Tahmasebinia, Faham

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AB - This report involves the modelling of the Milad Tower using the finite element analysis program Strand7. A dynamic analysis was performed on the structure in order to understand the deflections and stresses as a result of earthquake and wind loading. In particular, Linear Static as well as Natural Frequency and Spectral Response solvers were used to determine the behaviour of the structure under loading. The findings of the report highlight that the structure was modelled accurately with the outputs representing realistic values. The report suggests that the design of the beams, columns, slabs and all structural members was sufficient enough to support the tower during maximum loading cases. The governing load case was earthquake loading.

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Dynamic analysis of the Milad Tower

Abstract

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Conference

Bibliographical note

ASJC Scopus subject areas

Access to Document

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Cite this