STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES

Zhang Jian-sheng; Wu Yue; Shen Shi-zhao

doi:10.13204/j.gyjz200610019

Volume 36 Issue 10

Dec. 2014

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Zhang Jian-sheng, Wu Yue, Shen Shi-zhao. STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 69-71. doi: 10.13204/j.gyjz200610019

Citation:

Zhang Jian-sheng, Wu Yue, Shen Shi-zhao. STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 69-71. doi: 10.13204/j.gyjz200610019

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STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES

doi: 10.13204/j.gyjz200610019

1.
College of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2006-05-25
Publish Date: 2006-10-20

Abstract

Abstract

Wind load is always the major or even the decisive load applied to long-span spatial structures, so much more attention is paid to dynamic response of reticulated shell structures under wind load. Systematic parameter analysis of windinduced response of three-way grid single-layer cylindrical reticulated shell structures has been performed with random simulation method in time domain, including geometric parameters, structural parameters and aerodynamic parameters. Moreover, the wind-induced vibration coefficient is obtained, which may be a reference for the wind-resistance design of reticulated shell structures.
- reticulated shell structures,
- wind-induced response,
- random simulation method in time domain,
- wind-induced vibration

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