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Seismic elastic-plastic analysis on outer-jacketing mega frame for story-adding by IDARC-2D

  • Xujie Sun*
  • , Jianping Cao
  • , Wenzhong Zheng
  • *Corresponding author for this work
  • Heilongjiang Institute of Technology

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

Abstract

To make sure the seismic behavior of outer-jacketing mega frame for storey-adding, a low-cyclic loading test of prestressed concrete beam and a pseudo-static test of Mega frame were analyzed by elastic-plastic finite element program IDARC2D, compared with the test results, skeleton hysteretic curves and restoring force models of structural member were determined. They were used in IDARC2D to study the seismic behavior of mega frame for storey-adding. Some structures designed complied with the Code for Seismic Design of Buildings (GB50011-2001) and correlative literatures about collapse, these structures were reanalyzed after enhancing their seismic measures suitably, collapse were avoided. They are: the main frame of outer-jacketing mega frame in the zone of seismic fortification intensity 8 conforming to seismic grade 1-st, the height of mega frame under 50m conforming to seismic grade 2-nd and that over 50m conforming to seismic grade 1-st in zone of seismic fortification intensity 7. Research achievements will provide reference to engineering application of this structural system.

Original languageEnglish
Title of host publicationAdvances in Civil Engineering
Pages209-214
Number of pages6
DOIs
StatePublished - 2011
Event2011 International Conference on Civil Engineering and Building Materials, CEBM 2011 - Kunming, China
Duration: 29 Jul 201131 Jul 2011

Publication series

NameAdvanced Materials Research
Volume255-260
ISSN (Print)1022-6680

Conference

Conference2011 International Conference on Civil Engineering and Building Materials, CEBM 2011
Country/TerritoryChina
CityKunming
Period29/07/1131/07/11

Keywords

  • Concrete structure
  • Elastic-plastic analysis
  • Mega frame
  • Seismic behavior

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