Punching Shear Behavior of Externally Prestressed Concrete Slabs-Reference-Cited by-同舟云学术

Punching Shear Behavior of Externally Prestressed Concrete Slabs

Author:

Mostafaei H.¹²³⁴,Vecchio F. J.¹²³⁴,Gauvreau P.¹²³⁴,Semelawy M.¹²³⁴

Affiliation:

1. Research Officer, National Research Council Canada, Institute for Research in Construction, M-59, Ottawa, ON K1A 0R6.

2. Professor, Dept. of Civil Engineering, Univ. of Toronto, Toronto, Canada, M5S 1A4.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Toronto, Toronto, Canada, M5S 1A4.

4. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Western Ontario, London, Canada, N6A 5B9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference15 articles.

1. Shearing strength and cracking in two-way slabs subjected to concentrated load.;Aoki Y.;J. Am. Concr. Inst.,1974

3. He W. (1992). “Punching behaviour of composite bridge decks with transverse prestressing.” Ph.D. thesis Queen’s Univ. Canada.

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