Integrated Design of Transmission Tower-TMD Damping System

doi:10.3969/j.issn.1000-7229.2015.05.014

Abstract

Abstract:

A tuned mass damper （TMD） is often used to reduce the seismic response of transmission tower, which is designed based on the previously designed tower, so the influence of TMD on the structural dynamic characteristics is often neglected. This paper proposed an integrated design method for the transmission tower-TMD system, which selected the H∞ norm of system transfer function as the optimization objective, and used Genetic algorithm （GA） to optimize the section of angle steel. The multi-degree-freedom model was adapted to simulate tower structure to simplify the calculation of its H∞ norm. In order that the optimized structure satisfied the static loads and the total mass was not increased, the penalty function was also introduced to adjust the GA fitness. Taking the structure of a practical tower as example, the optimization calculation result shows that the proposed integrated design can further reduce the seismic response of transmission tower, with the static load case satisfied and the same total mass. This method avoids calculating the time domain response, and thus has high computation efficiency.

Key words: transmission tower, H∞ norm, genetic algorithm, seismic response, section optimization, tuned mass damper（TMD）, integrated design

CLC Number:

TM 753

ZHANG Peng, LI Hongnan, SONG Gangbing, ZHANG Zhuoqun. Integrated Design of Transmission Tower-TMD Damping System[J]. ELECTRIC POWER CONSTRUCTION, 2015, 36(5): 84-90.

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