Proceedings of the 6th Mechanical Engineering, Science and Technology International conference (MEST 2022)

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Seismic Fragility Evaluation of Power Line Using Incremental Dynamic Analysis Method

Authors
D. I. Hariani1, *, S. Sangadji2, H. A. Saifullah1, 2
1Master Program Civil Engineering, Faculty of Engineering, Sebelas Maret University, Surakarta, Indonesia
2Civil Engineering Department, Faculty of Engineering, Sebelas Maret University, Surakarta, Indonesia
*Corresponding author. Email: debyika998@student.uns.ac.id
Corresponding Author
D. I. Hariani
Available Online 19 April 2023.
DOI
10.2991/978-94-6463-134-0_13How to use a DOI?
Keywords
High Voltage Transmission Tower; Fragility; Seismic risk
Abstract

High Voltage Transmission Tower is an important for distributing electrical energy in a large network. It is one of essential infrastructure in the modern life and should be maintained in high performance. In the event of earthquake, however, this structure may be damaged. This paper aims to evaluate seismic risk of this transmission tower by means of its fragility. An existing tower of 230 kV with 49 m height was 3D modeled in computer with software seismostruct. An incremental dynamic analysis was employed to obtain the structure dynamic performance by using finite element package. Selected ground motion records were matched with and scaled to the target response spectra. Three damage point, namely serviceability (SA), Damage Control (DC) and Collapse Prevention (CP) were then used to state the damage threshold. The fragility function as conditional probability that certain damage state is exceeded given a level of ground motion intensity was the developed for the powerline tower. Expressed as a fragility curve, the function relates earthquake intensities with the probability of exceeding certain limit states. This curve will provide rational basis for evaluating the seismic risk of the infrastructure.

Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 6th Mechanical Engineering, Science and Technology International conference (MEST 2022)
Series
Advances in Engineering Research
Publication Date
19 April 2023
ISBN
978-94-6463-134-0
ISSN
2352-5401
DOI
10.2991/978-94-6463-134-0_13How to use a DOI?
Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - D. I. Hariani
AU  - S. Sangadji
AU  - H. A. Saifullah
PY  - 2023
DA  - 2023/04/19
TI  - Seismic Fragility Evaluation of Power Line Using Incremental Dynamic Analysis Method
BT  - Proceedings of the 6th Mechanical Engineering, Science and Technology International conference (MEST 2022)
PB  - Atlantis Press
SP  - 122
EP  - 132
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-134-0_13
DO  - 10.2991/978-94-6463-134-0_13
ID  - Hariani2023
ER  -