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- W2388518019 abstract "Two plane frame structures,one is a three-span,three-story reinforced concrete structure and another is a three-span,six-story steel-concrete composite beam structure,are adopted to study whether wave passage effect should be considered in the seismic responses of frame structures or not.Based on the equations of motion for a structure subjected to multiple support excitations,the earthquake responses of two plane frame structures to wave passage excitations and uniform excitations are computed respectively for each of four sites' seismic waves.The results of column shear forces and beam-end bending moments obtained from the wave passage excitations are compared with those of the uniform excitations.Numerical results showed that wave passage effect caused the shear force of the bottom-side column facing the seismic wave to increase remarkably for the plane frame structures being at site classes III and IV.The maximum increasing percentage is 35%.At site class III,wave passage excitation increased significantly the beam-end bending moment of bottom beam facing the seismic wave compared with the result of uniform excitation.The maximum increasing percentage is 21%.It demonstrated that the wave passage effects should not be overlooked in the earthquake response analyses even for short-span structures." @default.
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- W2388518019 date "2012-01-01" @default.
- W2388518019 modified "2023-09-24" @default.
- W2388518019 title "Earthquake Response Analyses of Plane Frame Structures under Wave Passage Excitation" @default.
- W2388518019 hasPublicationYear "2012" @default.
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