Engineering Mechanics ›› 2011, Vol. 28 ›› Issue (2): 198-204.

• 土木工程学科 • Previous Articles     Next Articles

NUMERICAL SIMULATION OF DAMAGE PROCESS OF STEEL FRAMES UNDER EARTHQUAKE EXCITATION

*DUAN Hong-xia1,2 , LI Shou-ju1 , LIU Ying-xi1   

  1. (1. State Key Laboratory of Structural Analysis for Iindustrial Equipment, Dalian University of Tecchnology, Dalian, Liaoning 116024, China; 2. Dalian Nationalities University, Dalian, Liaoning 116600, China)
  • Received:1900-01-01 Revised:1900-01-01 Online:2011-02-25 Published:2011-02-25

Abstract: The paper simulates the damaging process of a 9-story steel frame under EI-Centro earthquake ground motion using ABAQUS. In the analysis, the plastic damage model is combined with the nonlinear isotropic/kinematic hardening criteria and the damage evolution law of plastic displacement. The results show that the beam ends of upper floors undergo obvious plastic deformation and incur the appearance of damage domains. This observation is consistent with the observed seismic damage of high-rise steel structures during the Northridge earthquake.

Key words: earthquake excitation, steel frame, damage evolution, numerical simulation, ABAQUS

CLC Number: 

  • TU393.2
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