TECHNICAL PAPERS
May 1, 2005

Effect of Relative Humidity on Absolute and Differential Shortening of Columns and Walls in Multistory Reinforced Concrete Buildings

Publication: Practice Periodical on Structural Design and Construction
Volume 10, Issue 2

Abstract

 In tall, multistory reinforced concrete buildings, absolute and differential shortening between adjacent vertical members has become a significant problem during the recent past due to the use of high performance concrete and more advanced design techniques that resulted in smaller member sizes. The failure of nonstructural elements such as claddings has been observed in several structures constructed in the past few decades. The factors that cause these problems could be identified as time-dependent creep and shrinkage coupled with elastic shortening. Both creep and shrinkage depend on the relative humidity of the surrounding environment. This paper discusses the effect of relative humidity on absolute and differential shortening of vertical elements in reinforced concrete buildings.

Get full access to this article

View all available purchase options and get full access to this article.

References

British Standards Institution. (1984). “Code of practice for floor loads on buildings.” BS6399: Part 1, London.
British Standards Institution. (1985a). “The structural use of concrete (code of practice for special circumstances).” BS8110: Part 2, Section 7, 1–5.
British Standards Institution. (1985b). “The structural use of concrete (design charts for singly reinforced beams, doubly reinforced beams, and rectangular columns).” BS8110: Part 3, London, 7–50.
British Standards Institution. (1997). “The structural use of concrete (code of practice for design and construction).” BS8110: Part 1, Section 3, London, 19–59.
Fintel, M., and Khan, F. R.  (1969). “Effects of column creep and shrinkage in tall structures—prediction of inelastic column shortening.” ACI J., 66, 957–967.
Ghosh, S. K.  (1996). “Chapter 4: Estimation and accommodation of column length changes in tall buildings.” Large concrete buildings, B. V.  Rangan and R. F.  Warner, eds. Longman, Harlow, U.K.
Jayasena, W. M. V. P. K.  (2002). “Effects of axial shortening of columns in tall buildings.” MS thesis, Dept. of Civil Engineering, University of Moratuwa, Moratuwa, Sri Lanka.
Microfeap II, P1 module, release 3.3: A module for static analysis of 2D truss, frame, and shear wall structural systems—Technical manual. (1985). Asian Institute of Technology, Bangkok, Thailand.
Plewes, W. G.  (1977). “CBD—185: Failure of brick facing on high-rise buildings.” Canadian Building Digest,  ⟨http://irc.nrc-cnrc.gc.ca/cbd/cbd185e.html⟩ (Aug. 2002).
Standards Australia. (1989). “Minimum design loads on structures. Part 2: Wind loads.” AS1170.2-1989, New South Wales, Australia, 36–44.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 10Issue 2May 2005
Pages: 88 - 97

History

Received: Feb 28, 2003
Accepted: Jan 16, 2004
Published online: May 1, 2005
Published in print: May 2005

Permissions

Request permissions for this article.

Authors

Affiliations

M. T. R. Jayasinghe
Associate Professor, Dept. of Civil Engineering, Univ. of Moratuwa, Moratuwa, Sri Lanka.
W. M. V. P. K. Jayasena
Postgraduate Research Assistant, Dept. of Civil Engineering, Univ. of Moratuwa, Moratuwa, Sri Lanka.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share