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- W2364512085 abstract "The experimental study of steel structural member with a new type of cross section is presented. The section is in hollow triangular shape, and is composed of three steel plates and three tubes at its each apex, which has been concentrically tested by compression, and by eccentric load. The experimental results indicate that the strength values of the tubes are far greater than the expected ones, and the tubes may be regarded as fixed ends against the local buckling from the adjacent plates. In addition, it is found that each plate buckles independently due to the existence of the tubes between the steel plates, and the final failure of the member is caused by local failure of the tubes." @default.
- W2364512085 created "2016-06-24" @default.
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- W2364512085 date "2004-01-01" @default.
- W2364512085 modified "2023-09-24" @default.
- W2364512085 title "Experimental Study of Compressive Capacity of Triangular Section Steel Member with Tubes at Its Apexes" @default.
- W2364512085 hasPublicationYear "2004" @default.
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