Damage Assessment of Single-Layer Cylindrical Latticed Shells Based on Degradation of Static Stability Capacity

Da Bin Yang; Yi Gang Zhang; Jin Zhi Wu; Hai Tao Zhou; Wen Chao Liu

doi:10.4028/www.scientific.net/AMR.163-167.227

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Damage Assessment of Single-Layer Cylindrical...

Damage Assessment of Single-Layer Cylindrical Latticed Shells Based on Degradation of Static Stability Capacity

Abstract:

The static stability capacity is the main index to measure the whole mechanical performance of single-layer latticed shells. Three single-layer cylindrical latticed shells with different height to span ratio were modeled, and their seismic damage were assessed by the degradation of static stability capacity incurred by earthquakes. Two different static load patterns were considered: dead load and the combination of dead load and half span live load. The results show that the damage assessment method is applicable to single-layer cylindrical latticed shells, and the static load patterns have no big influence on the damage assessment of the single-layer cylindrical latticed shells.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

227-232

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.227

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Online since:

December 2010

Authors:

Da Bin Yang, Yi Gang Zhang, Jin Zhi Wu, Hai Tao Zhou, Wen Chao Liu

Keywords:

Damage Assessment, Single-Layer Cylindrical Latticed Shell, Static Stability Capacity

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References

[1] A. Ghobarah, H. Abou-Elfath and A. Biddah: Earthquake Engineering and Structural Dynamics. Vol. 28(1999), p.79.

DOI: 10.1002/(sici)1096-9845(199901)28:1<79::aid-eqe805>3.0.co;2-j

Google Scholar

[2] Y. J. Park and A. H. S. Ang: Journal of Structural Engineering. Vol. 111(1985), p.722.

Google Scholar

[3] X. D. Zhi, F. Fan and S. Z. Shen: Journal of the International Association for Shell and Spatial Structures. Vol. 48(2007), p.29.

Google Scholar

[4] W. F. Du, B. Q. Gao and S. L. Dong: Journal of Zhejiang University(Engineering Science). Vol. 41(2007), p.1916 (In Chinese).

Google Scholar

[5] S. Kato, S. Nakazawa, Seismic risk analysis of large lattice dome supported by buckling restrained braces, Proceedings of 6th International Conference on Computation of Shell & Spatial Structures, New York, USA, May 28-31, (2008).

DOI: 10.1260/0266-3511.25.2.125

Google Scholar