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Seismic response of cable net facade

  • Ruoqiang Feng*
  • , Jihong Ye
  • , Yue Wu
  • , Shizhao Shen
  • *Corresponding author for this work
  • Southeast University, Nanjing
  • School of Civil Engineering, Harbin Institute of Technology

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

Abstract

Shaking table tests and theoretical analysis were conducted to study of the seismic response of cable net facade. Firstly dynamic response of cable net facade under earthquake was investigated with shaking table test. Then a numerical simulation model of cable net facade was built for the dynamic analysis. And then with this model the seismic response was analyzed theoretically. The study indicates that: the seismic response of the cable net with glass panels and the cable net on most occasions are mainly decided by the symmetric modes, and the first vibration mode is dominant. The damping of cable net facade is mainly decided by glass panels.

Original languageEnglish
Title of host publicationAdvances in Structures
Pages165-168
Number of pages4
DOIs
StatePublished - 2011
Externally publishedYes
Event2011 International Conference on Structures and Building Materials, ICSBM 2011 - Guangzhou, China
Duration: 7 Jan 20119 Jan 2011

Publication series

NameAdvanced Materials Research
Volume163-167
ISSN (Print)1022-6680

Conference

Conference2011 International Conference on Structures and Building Materials, ICSBM 2011
Country/TerritoryChina
CityGuangzhou
Period7/01/119/01/11

Keywords

  • Cable structure
  • Point supported glazing system
  • Seismic response

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