General Information
Project Type
| Structure: |
Vertical cantilever structure |
|---|---|
| Function / usage: |
Communications mast or tower |
Location
Technical Information
Dimensions
| height to antenna tip | 435 m | |
| shaft height | 315 m | |
| antenna | height | 120 m |
| weight | 250 m | |
| foundation slab | diameter | 66 m |
| depth | 9 m | |
| platform | diameter | 60 m |
Materials
| tower |
concrete
|
|---|
Participants
Owner
Client
Contractor
Prestressing
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2022): Automated operational modal analysis based on long‐term records: A case study of Milad Tower structural health monitoring. In: Structural Control and Health Monitoring, v. 29, n. 10 (13 September 2022).
- (2001): Full dynamic analysis of Tehran telecommunication tower; linear and nonlinear responses. In: The Structural Design of Tall Buildings, v. 10, n. 4 ( 2001), pp. 263-281.
- (2009): Mitigation of wind-induced motion of Milad Tower by tuned mass damper. In: The Structural Design of Tall and Special Buildings, v. 18, n. 4 (June 2009), pp. 371-385.
- (2009): Nonlinear seismic response of Milad Tower using finite element model. In: The Structural Design of Tall and Special Buildings, v. 18, n. 8 (December 2009), pp. 877-890.
- (2002): Seismic analysis of Tehran Telecommunication Tower using complex fractional modulus. In: The Structural Design of Tall Buildings, v. 11, n. 5 ( 2002), pp. 353-373.
- About this
data sheet - Structure-ID
20011529 - Published on:
08/03/2004 - Last updated on:
06/06/2018
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