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- W2382103636 abstract "By bi-directional pseudo-dynamic testing,the seismic performence of masonry structure with ring beams and constructional columns,which was strengthened by external prestressed bars,was studied.The main conclusions drawn from the testing were: pretressed bars have obviously limited the developing of the crack;the structure has a good recovery performance,and the cracks close again after the end of loading;it is helpful to prevent the floor from being away from the wall;strengthened structure plays a key role for energy dissipation and the structural damage is minor compareed with the structure without prestressed bar.So the prestressed bars greatly improve the seismic performance of masonry structure." @default.
- W2382103636 created "2016-06-24" @default.
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- W2382103636 date "2011-01-01" @default.
- W2382103636 modified "2023-09-26" @default.
- W2382103636 title "Experimental research on seismic performence of masonry structure with ring beams and constructional columns strengthened by prestressed bars" @default.
- W2382103636 hasPublicationYear "2011" @default.
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