摘要

Elasto-plastic response time-history analyses of a long-span hangar based on site-class IV were performed under 3 seismic inputs of rare major earthquake for the seismic fortification intensity of 7, using direct integration method. Dynamic responses of the structure subjected to one-dimensional and three-dimensional earthquake inputs were compared. The results show that, with three multi-dimensional earthquake inputs, more plastic hinges of its supporting columns appeared, and for some of them, the plastic damage got worse; The maximum lateral displacements of the structure and the maximum internal forces of its columns are increased slightly; whereas, the roof structure were influenced more obviously, the number of hinges and internal forces of roof members got significantly increased.

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