Abstract

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.

Highlights

  • Serving as one key component of the lifeline infrastructure system, electrical transmission networks, and distribution systems including transmission towers and lines are under a complex set of multiple threats from natural and manmade hazards

  • Based on the wind loading defined in Eq 1 and drag coefficients Cd obtained from wind tunnel experiments, the dynamic analysis of the wind–transmission tower system can be simulated in the time

  • This paper presents a probabilistic approach for capacity assessment for transmission towers under strong wind loadings

Read more

Summary

Frontiers in Built Environment

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. 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.

INTRODUCTION
Finite Element Modeling of the Transmission Tower
Modeling of Wind Loads
Mode shape description
Target Simulated
Setup of Wind Tunnel Experiment
Drag Coefficients
Tested wind profile
Gust Response Factor
Dynamic Analysis
Incremental Dynamic Analysis Approach
Capacity Curve for Wind Loading in Longitudinal Direction
Capacity Curve for Other Wind Directions
Set of IDA Curves
Mean IDA Curve
Limit States
Probabilistic Capacity Assessment
Findings
CONCLUSION
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call