Experimental Study on Shear Capacity of Broad-Limb Special-Shaped Columns

Abstract:

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The experimental study on shear capacity of 24 broad-limb special-shaped columns subjected to low cyclic loading were executed. The characteristic of hysteretic curve and skeleton curve were analyzed. The influences of the lateral bevel loads and the limb’s width-thickness ratio on the shear strength of the T-shaped and L-shaped broad-limb special-shaped columns were studied. The application of the shear formula in the current code for the broad-limb special-shaped columns was verified. It is shown that using the formula to calculate the shear strength of broad-limb special-shaped columns is safe from the results.

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Edited by:

Guangfan Li, Yong Huang and Chaohe Chen

Pages:

2412-2417

DOI:

10.4028/www.scientific.net/AMR.250-253.2412

Citation:

T. C. Wang and X. S. Chen, "Experimental Study on Shear Capacity of Broad-Limb Special-Shaped Columns", Advanced Materials Research, Vols. 250-253, pp. 2412-2417, 2011

Online since:

May 2011

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Price:

$35.00

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