Paper Title:
Experimental Study of Interior Slab-Column Connections Subjected to Vertical Shear and Cyclic Moment Transfer
  Abstract

An experimental investigation was conducted to study the seismic behavior of slabcolumn connections under vertical shear and cyclic lateral load. Test variables include gravity shear ratio (V /V0 g ) and flexural reinforcement ratio (ρ ) of slab within an effective slab width between lines that are one and one-half slab thickness ( c 3h 2 + ). The strength and ductility of the test specimens were evaluated in accordance with gravity shear ratios and slab reinforcement ratios. The shear strength of the test slabs was compared with the predictions by ACI 318-05.

  Info
Periodical
Key Engineering Materials (Volumes 348-349)
Edited by
J. Alfaiate, M.H. Aliabadi, M. Guagliano and L. Susmel
Pages
641-644
DOI
10.4028/www.scientific.net/KEM.348-349.641
Citation
M. S. Choi, I. J. Cho, B. S. Han, J. M. Ahn, S.W. Shin, " Experimental Study of Interior Slab-Column Connections Subjected to Vertical Shear and Cyclic Moment Transfer ", Key Engineering Materials, Vols. 348-349, pp. 641-644, 2007
Online since
September 2007
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Price
$32.00
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