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《Earthquake Resistant Engineering and Retrofitting》 2014-04
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Seismic Performance Assessment of RC Frame Structure Subjected to Multiple Near-fault Ground Motions

Chen Yan;Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation,Shandong University of Science and Technology;  
Compared with the far-field ground motions,the near-fault ground motions have the pulse effect,the hanging wall effect and the rupture directivity effect,which do great damage to the structures. The ANSYS finite element analysis software is used to simulate the four-storey fixed-base structure and the four-storey base-isolation structure and study the dynamic response under the horizontal component,the horizontal and vertical component of near-fault ground motions. The result shows that the inner-story displacement and the acceleration of the top story under the horizontal and vertical component are larger than the horizontal component of the near-fault ground motions,the influence of the vertical component to the base-isolation structure is greater than the fixed-base structure under the near-fault pulse ground motions. The vertical component must be considered under the seismic analysis.
【CateGory Index】: TU352.12
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