Effects of Axial Shortening of Columns on Design and Construction of Tall Reinforced Concrete Buildings-Reference-Cited by-同舟云学术

Effects of Axial Shortening of Columns on Design and Construction of Tall Reinforced Concrete Buildings

Published:2004-05 Issue:2 Volume:9 Page:70-78
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Jayasinghe M. T. R.¹,Jayasena W. M. V. P. K.²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Moratuwa, Sri Lanka.

2. Post Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Moratuwa, Sri Lanka.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282004%299%3A2%2870%29

Reference9 articles.

1. AS3600. (1994). “Concrete structures.” Standards Australia New South Wales 46–49.

2. BS5400: Part 4. (1984). “Steel concrete and composite bridges (code of practice for design of concrete bridges).” British Standards Institution London.

3. BS8110: Part 2. (1985). “The structural use of concrete (code of practice for special circumstances).” British Standards Institution London Sec. 7 1–5.

4. BS8110: Part 3. (1985). “The structural use of concrete (design charts for singly reinforced beams doubly reinforced beams and rectangular columns).” British Standards Institution London 7–50.

5. BS8110: Part 1. (1997). “The structural use of concrete (code of practice for design and construction).” British Standards Institution London Sec. 3 19–59.

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