Vertical and Horizontal Seismic Response Analyses of Long-Span and Single-Layer Spherical Lattice Shell Structure

Article Preview

Abstract:

The dynamic characteristics of 80 m single-layer spherical lattice shell structure are analyzed to control its vibration under seismic load. Through the response spectrum curve of current design specification, the analyses for the vertical and horizontal seismic responses of the single-layer spherical lattice shell structure are made by CQC, and the displacement response of the nodes and internal force of the rods unit are calculated respectively. The calculation results show that the vertical and horizontal seismic responses of the long-span lattice shell structure are in great difference, and should be performed in vibration control at the same time, which could provide certain references for the seismic design and vibration control of single-layer spherical lattice shell structure.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

602-605

Citation:

Online since:

August 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Shizhao Shen: Engineering Science, 2001, 3 (3): 34-41, in Chinese.

Google Scholar

[2] Fenglong Bai, Hongnan Li: Journal of earthquake engineering and engineering vibration, 2008, 28(4): 35-4, in Chinese.

Google Scholar

[3] Yang Ding, Wei Lin, Zhongxian Li: Engineering Mechanics 2007, 24(3): 97-103, in Chinese.

Google Scholar

[4] S u L , D ong S L, Ka t o S: Jour n a l of Const ruc t i onal St eel Re searc h, 2007, 63 ( 6) : 725 - 734.

Google Scholar

[5] Guangyuan Weng: Journal of Water Resources and Architectural Engineering, 12(1): 11-15, in Chinese.

Google Scholar