Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong Wind

Serving as one key component of the most important lifeline infrastructure system, transmission towers are vulnerable to multiple nature hazards including strong wind and could pose severe threats to the power system security with possible blackouts under extreme weather conditions, such as hurrican...

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Main Authors: Wei eZhang, Jin eZhu, Huijuan eLiu, Huawei eNiu
Format: Article
Language:English
Published: Frontiers Media S.A. 2015-10-01
Series:Frontiers in Built Environment
Subjects:
Online Access:http://journal.frontiersin.org/Journal/10.3389/fbuil.2015.00020/full
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spelling doaj-4d114d1921b94894bd6d897e79a090c02020-11-24T22:28:07ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622015-10-01110.3389/fbuil.2015.00020149119Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong WindWei eZhang0Jin eZhu1Huijuan eLiu2Huijuan eLiu3Huawei eNiu4University of ConnecticutUniversity of ConnecticutUniversity of ConnecticutGuangxi UniversityHunan UniversityServing as one key component of the most important lifeline infrastructure system, transmission towers are vulnerable to multiple nature hazards including strong wind and could pose severe threats to the power system security with possible blackouts under extreme weather conditions, such as hurricanes, derechoes, or winter storms. For the security and resiliency of the power system, it is important to ensure the structural safety with enough capacity for all possible failure modes, such as structural stability. The study is to develop a probabilistic capacity assessment approach for transmission towers under strong wind loads. Due to the complicated structural details of lattice transmission towers, wind tunnel experiments are carried out to understand the complex interactions of wind and the lattice sections of transmission tower and drag coefficients and the dynamic amplification factor for different panels of the transmission tower are obtained. The wind profile is generated and the wind time histories are simulated as a summation of time-varying mean and fluctuating components. The capacity curve for the transmission towers is obtained from the incremental dynamic analysis (IDA) method. To consider the stochastic nature of wind field, probabilistic capacity curves are generated by implementing IDA analysis for different wind yaw angles and different randomly generated wind speed time histories. After building the limit state functions based on the maximum allowable drift to height ratio, the probabilities of failure are obtained based on the meteorological data at a given site. As the transmission tower serves as the key nodes for the power network, the probabilistic capacity curves can be incorporated into the performance based design of the power transmission network.http://journal.frontiersin.org/Journal/10.3389/fbuil.2015.00020/fullWindIncremental dynamic analysisTransmission towerPerformance-based designWind tunnel experimentsWind induced vibrations
collection DOAJ
language English
format Article
sources DOAJ
author Wei eZhang
Jin eZhu
Huijuan eLiu
Huijuan eLiu
Huawei eNiu
spellingShingle Wei eZhang
Jin eZhu
Huijuan eLiu
Huijuan eLiu
Huawei eNiu
Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong Wind
Frontiers in Built Environment
Wind
Incremental dynamic analysis
Transmission tower
Performance-based design
Wind tunnel experiments
Wind induced vibrations
author_facet Wei eZhang
Jin eZhu
Huijuan eLiu
Huijuan eLiu
Huawei eNiu
author_sort Wei eZhang
title Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong Wind
title_short Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong Wind
title_full Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong Wind
title_fullStr Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong Wind
title_full_unstemmed Probabilistic Capacity Assessment of Lattice Transmission Towers under Strong Wind
title_sort probabilistic capacity assessment of lattice transmission towers under strong wind
publisher Frontiers Media S.A.
series Frontiers in Built Environment
issn 2297-3362
publishDate 2015-10-01
description Serving as one key component of the most important lifeline infrastructure system, transmission towers are vulnerable to multiple nature hazards including strong wind and could pose severe threats to the power system security with possible blackouts under extreme weather conditions, such as hurricanes, derechoes, or winter storms. For the security and resiliency of the power system, it is important to ensure the structural safety with enough capacity for all possible failure modes, such as structural stability. The study is to develop a probabilistic capacity assessment approach for transmission towers under strong wind loads. Due to the complicated structural details of lattice transmission towers, wind tunnel experiments are carried out to understand the complex interactions of wind and the lattice sections of transmission tower and drag coefficients and the dynamic amplification factor for different panels of the transmission tower are obtained. The wind profile is generated and the wind time histories are simulated as a summation of time-varying mean and fluctuating components. The capacity curve for the transmission towers is obtained from the incremental dynamic analysis (IDA) method. To consider the stochastic nature of wind field, probabilistic capacity curves are generated by implementing IDA analysis for different wind yaw angles and different randomly generated wind speed time histories. After building the limit state functions based on the maximum allowable drift to height ratio, the probabilities of failure are obtained based on the meteorological data at a given site. As the transmission tower serves as the key nodes for the power network, the probabilistic capacity curves can be incorporated into the performance based design of the power transmission network.
topic Wind
Incremental dynamic analysis
Transmission tower
Performance-based design
Wind tunnel experiments
Wind induced vibrations
url http://journal.frontiersin.org/Journal/10.3389/fbuil.2015.00020/full
work_keys_str_mv AT weiezhang probabilisticcapacityassessmentoflatticetransmissiontowersunderstrongwind
AT jinezhu probabilisticcapacityassessmentoflatticetransmissiontowersunderstrongwind
AT huijuaneliu probabilisticcapacityassessmentoflatticetransmissiontowersunderstrongwind
AT huijuaneliu probabilisticcapacityassessmentoflatticetransmissiontowersunderstrongwind
AT huaweieniu probabilisticcapacityassessmentoflatticetransmissiontowersunderstrongwind
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