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Research on seismic performance objectives of high-rise diagrid tube structures

  • Jun Teng*
  • , Weiliang Guo
  • , Baisheng Rong
  • , Zuohua Li
  • , Zhijun Dong
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • RBS Architectural Engineering Design Associates

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

Abstract

Diagrid tube structures have advantages on constructing high-rise buildings for its great lateral stiffness, but its seismic design methodology researches are limited. The two-stage design method in Chinese code is not specific enough for the seismic fortification objectives of this kind of structures. It is necessary to propose some specific seismic performance objectives for the key components. Typical CFST diagrid tube-concrete core tube structures are studied by dynamic elastic-plastic time-history analysis using Perform-3D program. The structure plasticity developing process is summarized and the distribution characteristics of seismic fortification lines between tubes are discussed. The influences of main structure lateral stiffness related factors on the plasticity developing process are researched. The key components of structure lateral stiffness and plastic energy dissipation are studied. The seismic performance objectives of the key components are proposed for the three-level seismic fortification objectives.

Original languageEnglish
Title of host publicationAdvances in Structures
Pages1100-1106
Number of pages7
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

  • Diagrid tube
  • Key component
  • Plastic energy dissipation
  • Seismic fortification line
  • Seismic performance objective

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