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- W2359092334 abstract "Four reinforced concrete frames with infilling walls were tested under cyclic loading to investigate the effects of masonry material and height-width ratio on the seismic behavior of specimens.Based on the test results,the damage characteristics,load-displacement hysteretic curves,skeleton curves,bearing capacity,displacement ductility,rigidity degradation,strength degradation and energy dissipation were analyzed.The test results indicate that the shear strength ratio of frame to infilling wall is a critical factor that influences the failure mode of frame.Plastic hinges occur at the end of column and beam.A satisfactory collapse-resistance is observed for the specimens which can meet the principle of 'strong frame and weak infilling wall'.The infilling wall enhances the lateral stiffness,ultimate capacity,the energy dissipation capacity of frames.And the hysteretic characteristics of frames.The damage degree of concrete hollow blocks infilling wall is more serious than that of solid clay bricks." @default.
- W2359092334 created "2016-06-24" @default.
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- W2359092334 date "2012-01-01" @default.
- W2359092334 modified "2023-09-23" @default.
- W2359092334 title "Experimental study on seismic behavior of RC frames infilled with concrete hollow blocks" @default.
- W2359092334 hasPublicationYear "2012" @default.
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