Shear Resistance of PHC Slabs Supported on Beams. II: Analysis-Reference-Cited by-同舟云学术

Shear Resistance of PHC Slabs Supported on Beams. II: Analysis

Published:1998-09 Issue:9 Volume:124 Page:1062-1073
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Pajari Matti

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281998%29124%3A9%281062%29

Reference17 articles.

1. Buettner D. R. and Becker R. J. (1985). PCI manual for the design of hollow core slabs. Prestressed Concrete Inst. Chicago Ill. 104.

2. den Uijl J. A. (1983). “Tensile stresses in the transmission zones of hollow-core slabs prestressed with pretensioned strands.” Rep. 5-83-10 Delft Univ. of Technol. Dept. of Civ. Engrg. Delft The Netherlands 110. Eurocode 2 Teil 1 . (1992). DIN Deutsches Institut für Normung Berlin Germany (in German). FIP recommendations precast prestressed hollow core floors . (1988). Thomas Telford Ltd. London England 31.

3. Leskelä M. V. (1991a). “Strength reduction in hollow-core slabs when supported by beams and girders.” Nordic Concrete Res. Norske Betongforening Oslo Norway Publ. No. 10 16.

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