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Subject : towers

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Academic Journal

Dynamic Failure Mode Analysis for a Transmission Tower-Line System Induced by Strong Winds.

Authors : Liu, Shizeng¹ (AUTHOR) ; Zhang, Wentong² (AUTHOR) ; Li, Qiang¹ (AUTHOR)

Source: Energies (19961073). Sep2024, Vol. 17 Issue 18, p4679. 20p.

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Academic Journal

Seismic responses of transmission tower-line system under multi-component ground motions.

Authors : Wei, Wenhui¹ (AUTHOR) ; Hu, Ying¹ (AUTHOR); Pi, Yong Lin² (AUTHOR)

Source: Advances in Structural Engineering. Apr2023, Vol. 26 Issue 6, p1093-1113. 21p.

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Academic Journal

Response control of a transmission tower-line system under wind excitations by electromagnetic inertial mass dampers.

Authors : Song, Xinxin¹ (AUTHOR); Chen, Yanzhou² (AUTHOR); Bo, Chen¹ (AUTHOR)

Source: Advances in Structural Engineering. Dec2022, Vol. 25 Issue 16, p3334-3348. 15p.

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Academic Journal

Failure Patterns of Transmission Tower-Line System Caused by Landslide Events.

Authors : Yu, Hong¹ (AUTHOR); Li, Hao¹ (AUTHOR); Zhang, Zhi-Qiang² (AUTHOR)

Source: Energies (19961073). Oct2022, Vol. 15 Issue 19, p7155. 17p.

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Field measurements of typhoon effects on a transmission tower and its modal parameter identification.

Authors : Li, Hong-Nan^1,2 (AUTHOR); Wang, Jin-Xin¹ (AUTHOR); Fu, Xing¹ (AUTHOR)

Source: Advances in Structural Engineering. Jun2020, Vol. 23 Issue 8, p1548-1561. 14p.

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Beam-end stiffness identification for a structural health monitoring-oriented finite-element transmission tower model using effective optimization techniques.

Authors : Cheng, Xiao-Xiang¹; Peng, Yang¹; Khan, Zargham Ahmad²

Source: Advances in Structural Engineering. Jan2019, Vol. 22 Issue 2, p364-383. 20p.

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فلترة النتائج

Dynamic Failure Mode Analysis for a Transmission Tower-Line System Induced by Strong Winds.

Seismic responses of transmission tower-line system under multi-component ground motions.

Response control of a transmission tower-line system under wind excitations by electromagnetic inertial mass dampers.

Failure Patterns of Transmission Tower-Line System Caused by Landslide Events.

Field measurements of typhoon effects on a transmission tower and its modal parameter identification.

Beam-end stiffness identification for a structural health monitoring-oriented finite-element transmission tower model using effective optimization techniques.

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