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- W2354604705 abstract "In view of lack of research on traveling wave effect of ultralong RC frame structure,finite element software Midas/Gen for architectural structure and methods of uniform and non-uniform excitation were applied to analyze time-history responses of a three-storey and 33-264m reinforced concrete structures under action of 165~1100m/s earthquake wave.By comparing the data of the bending moments,shear forces and axial forces under condition of uniform and non-uniform excitation,their change with wave speed,beam length and acted position was discussed in detail.Research shows that the slower the seismic velocity or the longer the structure,the more obvious the travelling effect is.The increasing effect mainly concentrates at both ends of the first floor of 264m model,the reducing effect reflects in the middle part of all first floor and all second and third floors;The change rule of shear force is similar to that of bending moment,tension and pressure exist in beams,the tension and the pressure in middle beams are larger than that in end beams." @default.
- W2354604705 created "2016-06-24" @default.
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- W2354604705 date "2012-01-01" @default.
- W2354604705 modified "2023-09-24" @default.
- W2354604705 title "Research into traveling wave effect of ultralong RC frame beam on internal force" @default.
- W2354604705 hasPublicationYear "2012" @default.
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