CONCRETE STRUCTURE REHABILITATION USING CABLE SYSTEMS AND OPTIMIZATION OF THE CABLE SYSTEM FORM AND PRE-TENSIONING FORCE RANGE

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

BARGHIAN M.; MAGHSOUDPOUR S.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Sharif Journal of Civil Engineering Year:2008 | Volume:24 | Issue:44 Page(s): 117-124

Download Full-Text

Persian Verion

View:

1,893

Download:

Cites:

Information Journal Paper

Title

CONCRETE STRUCTURE REHABILITATION USING CABLE SYSTEMS AND OPTIMIZATION OF THE CABLE SYSTEM FORM AND PRE-TENSIONING FORCE RANGE

Author(s)

BARGHIAN M. | MAGHSOUDPOUR S. | Issue Writer Certificate

Keywords

OPTIMIZATIONQ2

RELATIVE LATERAL DISPLACEMENTQ3

CABLE SYSTEMQ3

PRE-TENSIONED CABLESQ3

PRE-TENSIONING RANGEQ3

Abstract

In this paper, the use of CABLE SYSTEMs is investigated, in order to rehabilitate buildings. The first system is a consistent CABLE SYSTEM in which pre-tensioned continuous cables, with sliding connections at the floors of mid-stories, is used to increase structural lateral stiffness. At the end of each cable, a spring damper is used, in order to dissipate the energy. The next system involves X-form pre-stressed cables, which are used as X forms in one, or in multiple, span(s) of a frame. These systems can be replaced with other systems due to the high tensile resistance of the cable, their ease of replacement their high speed performance and economy, etc. They can also be used to rehabilitate existing buildings. The pre-tensioning force amount of the cables in these systems should be placed in a specific range. This range has been found for two concrete frames of three and six stories in different cases. Using a consistent CABLE SYSTEM, one can easily set the cable lateral stiffness at each story by changing the cable passing position from the story floor. The system was modeled using a SAP 2000 package and the optimum of the cable form was obtained. Comparing flexural frame results with the optimized case CABLE SYSTEM showed that the most reduction in RELATIVE LATERAL DISPLACEMENT occurred in the stories which had maximum displacement in the flexural frame system. Finally, comparison of the flexural frame with the CABLE SYSTEM showed a considerable reduction in displacement and element internal forces.

Cites

No record.

References

No record.

Cite

APA: Copy

BARGHIAN, M., & MAGHSOUDPOUR, S.. (2008). CONCRETE STRUCTURE REHABILITATION USING CABLE SYSTEMS AND OPTIMIZATION OF THE CABLE SYSTEM FORM AND PRE-TENSIONING FORCE RANGE. SHARIF: CIVIL ENINEERING, 24(44), 117-124. SID. https://sid.ir/paper/128097/en

Vancouver: Copy

BARGHIAN M., MAGHSOUDPOUR S.. CONCRETE STRUCTURE REHABILITATION USING CABLE SYSTEMS AND OPTIMIZATION OF THE CABLE SYSTEM FORM AND PRE-TENSIONING FORCE RANGE. SHARIF: CIVIL ENINEERING[Internet]. 2008;24(44):117-124. Available from: https://sid.ir/paper/128097/en

IEEE: Copy

M. BARGHIAN, and S. MAGHSOUDPOUR, “CONCRETE STRUCTURE REHABILITATION USING CABLE SYSTEMS AND OPTIMIZATION OF THE CABLE SYSTEM FORM AND PRE-TENSIONING FORCE RANGE,” SHARIF: CIVIL ENINEERING, vol. 24, no. 44, pp. 117–124, 2008, [Online]. Available: https://sid.ir/paper/128097/en

Related Journal Papers