Dynamic analysis of the Milad Tower | Zendy

Edwin Wilhelm | Zendy; Mitchell Ford | Zendy; Darren Coelho | Zendy; Lachlan Lawler | Zendy; P. Ansourian | Zendy; Fernando Alonso-Marroquín | Zendy; Faham Tahmasebinia | Zendy

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Dynamic analysis of the Milad Tower

Author(s) -

Edwin Wilhelm,

Mitchell Ford,

Darren Coelho,

Lachlan Lawler,

P. Ansourian,

Fernando Alonso-Marroquín,

Faham Tahmasebinia

Publication year - 2016

Publication title -

aip conference proceedings

Language(s) - English

Resource type - Conference proceedings

SCImago Journal Rank - 0.177

H-Index - 75

eISSN - 1551-7616

pISSN - 0094-243X

DOI - 10.1063/1.4961104

Subject(s) - tower , structural engineering , finite element method , natural frequency , spectral analysis , engineering , static analysis , computer science , vibration , physics , quantum mechanics , spectroscopy

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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