Quantification of the Seismic Behavior of a Steel Transmission Tower Subjected to Single and Repeated Seismic Excitations Using Vulnerability Function and Collapse Margin Ratio
Transmission towers are a vital lifeline for modern living and are crucial structures that must remain operational even after a seismic event. However, the towers are largely designed to withstand the effects of wind alone and not earthquakes, and the seismic influences on tower design and construct...
Saved in:
Main Authors: | Kassem M.M., Beddu S., Min W.Q., Tan C.G., Nazri F.M. |
---|---|
Other Authors: | 57205114345 |
Format: | Article |
Published: |
MDPI
2023
|
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Quantification of the seismic behavior of a steel transmission tower subjected to single and repeated seismic excitations using vulnerability function and collapse margin ratio
by: Kassem, Moustafa Moufid, et al.
Published: (2022) -
Vulnerability Assessment Of Telecommunication Steel Tower Subjected To Seismic Excitation
by: Wong, Qi Min
Published: (2021) -
Seismic vulnerability of air traffic control towers
by: Vafaei, M., et al.
Published: (2018) -
Assessment of seismic building vulnerability using rapid visual screening method through web-based application for Malaysia
by: Kassem M.M., et al.
Published: (2023) -
Probabilistic Evaluation of Structural Pounding Between Adjacent Buildings Subjected to Repeated Seismic Excitations
by: Mohamed Nazri, Fadzli, et al.
Published: (2019)