RESPONSE MODIFICATION FACTOR OF SHAFT SUPPORTED CONCRETE ELEVATED WATER TANKS

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.

KHOSHNOUDIAN FARAMARZ; JALALI R.A.

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

Journal Paper

Paper Information

Journal: STRUCTURE AND STEEL Year:2008 | Volume:4 | Issue:3 Page(s): 36-48

Download Full-Text

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

Persian Verion

View:

1,472

Download:

Cites:

Information Journal Paper

Title

RESPONSE MODIFICATION FACTOR OF SHAFT SUPPORTED CONCRETE ELEVATED WATER TANKS

Author(s)

KHOSHNOUDIAN FARAMARZ | JALALI R.A. | Issue Writer Certificate

Keywords

ELEVATED WATER TANKSQ3

PLASTIC HINGEQ2

NONLINEAR TIME HISTORY ANALYSISQ2

SEISMIC MODIFICATION FACTORQ2

Abstract

The purpose of this paper is determination of response modification factor of shaft supported concrete ELEVATED WATER TANKS using nonlinear static (pushover) and nonlinear dynamic analysis. At First, using incremental NONLINEAR TIME HISTORY ANALYSIS, the seismic capacity curve is obtained and structural response modification factor has been computed. Then response modification factor is computed using pushover analysis with several load patterns. Shear effect on structural behavior is evaluated using the new procedure. Finally, using the proposed analytical procedure, the response modification factor is calculated. In the analytical method the effects of P- D, type of loading, PLASTIC HINGE in shaft and effect of stiffness variability in height of shaft is considered. The result represents the validity of the proposed analytical procedure.

Cites

No record.

References

No record.

Cite

APA: Copy

KHOSHNOUDIAN, FARAMARZ, & JALALI, R.A.. (2008). RESPONSE MODIFICATION FACTOR OF SHAFT SUPPORTED CONCRETE ELEVATED WATER TANKS. STRUCTURE AND STEEL, 4(3), 36-48. SID. https://sid.ir/paper/136649/en

Vancouver: Copy

KHOSHNOUDIAN FARAMARZ, JALALI R.A.. RESPONSE MODIFICATION FACTOR OF SHAFT SUPPORTED CONCRETE ELEVATED WATER TANKS. STRUCTURE AND STEEL[Internet]. 2008;4(3):36-48. Available from: https://sid.ir/paper/136649/en

IEEE: Copy

FARAMARZ KHOSHNOUDIAN, and R.A. JALALI, “RESPONSE MODIFICATION FACTOR OF SHAFT SUPPORTED CONCRETE ELEVATED WATER TANKS,” STRUCTURE AND STEEL, vol. 4, no. 3, pp. 36–48, 2008, [Online]. Available: https://sid.ir/paper/136649/en

Related Journal Papers