Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
227-232
DOI
10.4028/www.scientific.net/AMR.163-167.227
Citation
D. B. Yang, Y. G. Zhang, J. Z. Wu, H. T. Zhou, W. C. Liu, "Damage Assessment of Single-Layer Cylindrical Latticed Shells Based on Degradation of Static Stability Capacity", Advanced Materials Research, Vols. 163-167, pp. 227-232, 2011
Online since
December 2010
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