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Elasto-plastic dynamic responses analysis of double-layer spherical lattice shells under multiple earthquake excitations

  • Bo Song*
  • , Hongyu Shi
  • , Lidong Zhao
  • , Jianyun Yu
  • *Corresponding author for this work
  • University of Science and Technology Beijing
  • Electric Power Company in Zhaoqing

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Based on the large geometric deformation and nonlinear of material theories, the seismic responses of a double-layer spherical lattice shells structure were studied. The results show that under multi-dimensional earthquake, the maximum displacement and axial stress, as well as plastic ratio of the structure will be obviously increased than those corresponding to the responses under single-dimensional earthquake. When long-period seismic wave was taken as the input wave, the responses of the structure were the maximum.

Original languageEnglish
Title of host publicationAdvances in Civil Engineering II
Pages2047-2050
Number of pages4
EditionPART 1
DOIs
StatePublished - 2013
Externally publishedYes
Event2nd International Conference on Civil Engineering and Transportation, ICCET 2012 - Guilin, China
Duration: 27 Oct 201228 Oct 2012

Publication series

NameApplied Mechanics and Materials
NumberPART 1
Volume256-259
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Conference

Conference2nd International Conference on Civil Engineering and Transportation, ICCET 2012
Country/TerritoryChina
CityGuilin
Period27/10/1228/10/12

Keywords

  • Elasto-plastic
  • Lattice-shell
  • Long-span spatial structure
  • Seismic response analysis

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