Comparison and optimization of different methods of evaluation of displacements in cracked reinforced concrete beams-Reference-Cited by-同舟云学术

Comparison and optimization of different methods of evaluation of displacements in cracked reinforced concrete beams

Published:1990-05 Issue:3 Volume:23 Page:196-203
ISSN:0025-5432
Container-title:Materials and Structures
language:en
Short-container-title:Materials and Structures

Author:

Cosenza Edoardo,Greco Carlo

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/BF02473018.pdf

Reference16 articles.

1. ACI Committee 435, ‘Deflection of reinforced concrete flexual members,’ACI J. 63 (6) (1966) (reaffirmed 1979) 637–74.

2. Branson, D.E., ‘Design procedure for computing deflection,’,ibid. 65 (9) (1968) 730–42.

3. Idem,, ‘Deformation of Concrete Structures’ (McGraw-Hill, New York, 1977) 546 pp.

4. CEB, ‘Manual on Cracking and Deformation’, Bulletin d'Information 158-E (1985) pp. 3.1–3.84.

5. Jaccoud, J. P. and Favre, R., ‘Fleche des structures en béton armé; verification expérimentale d'une méthode de calcul,’Ann Inst. Techni Bâtiment Trav. Publi. No. 406 (1982) 23–66.

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