Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections

Author:

Hueste Mary Beth D.,Wight James K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Al-Haddad M. S. and Wight J. K. (1986). “Feasibility and consequences of moving beam plastic hinging zones for earthquake resistant design of R/C buildings.” Rep. UMCE 86-1 Dept. of Civ. Engrg. University of Michigan Ann Arbor Mich.

2. Aschheim M. and Moehle J. P. (1995). “Four-story flat-slab building in Sherman Oaks.” Preliminary Build. Case Study Rep. to ATC-33 Berkeley Calif.

3. Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95) . (1995). American Concrete Institute Detroit Mich.

4. Dilger W. and Cao H. (1991). “Behaviour of slab-column connections under reversed cyclic loading.” Proc. 2nd Int. Conf. of High-Rise Buildings China.

5. Durrani A. J. and Du Y. (1992). “Seismic resistance of slab-column connections in existing non-ductile flat-plate buildings.” Tech. Rep. NCEER-92-0010 State University of New York Buffalo N.Y.

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