LINEAR AND NONLINEAR SEISMIC ANALYSIS OF JAHGIN RCC DAM

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.

GARAVI M.; NOORZAD A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY Year:2010 | Volume:3 | Issue:4 Page(s): 10-17

Download Full-Text

Persian Verion

View:

901

Download:

Cites:

Information Journal Paper

Title

LINEAR AND NONLINEAR SEISMIC ANALYSIS OF JAHGIN RCC DAM

Author(s)

GARAVI M. | NOORZAD A. | Issue Writer Certificate

Keywords

FRACTURE ENERGYQ1

LINEAR AND NONLINEAR SEISMIC ANALYSISQ3

ROLLER-COMPACTED CONCRETE DAM (RCC DAM)Q3

Abstract

Recently a wide range of studies and extensive tests has been carried out in order to determine the mechanical properties of dam concrete in fracture for the purpose of nonlinear analysis. In this study, statistical methods are used to improve the obtained results of compressive and direct tension tests on cm cylindrical samples from Jahgin RCC dam site in order to evaluate compressive strength, tensile strength, modulus of elasticity and FRACTURE ENERGY with different confidence degrees and test ages of specimens. The obtained results are used for the purpose of nonlinear dynamic analysis. A numerical model by governing relations on smeared crack approach has been suggested to consider body anisotropic behavior of RCC dams. Two-dimensional LINEAR AND NONLINEAR SEISMIC ANALYSIS of Jahgin RCC dam has been performed. The maximum principal tensile stress and crack formation with its propagation pattern through the dam body were investigated. Analyses were repeated by applying suggested model and observed that cracking has been started quickly and had more propagation at the upper part of dams. The results shown that more damage have been formed in the neck of the dams.

Cites

No record.

References

No record.

Cite

APA: Copy

GARAVI, M., & NOORZAD, A.. (2010). LINEAR AND NONLINEAR SEISMIC ANALYSIS OF JAHGIN RCC DAM. JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY, 3(4), 10-17. SID. https://sid.ir/paper/199465/en

Vancouver: Copy

GARAVI M., NOORZAD A.. LINEAR AND NONLINEAR SEISMIC ANALYSIS OF JAHGIN RCC DAM. JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY[Internet]. 2010;3(4):10-17. Available from: https://sid.ir/paper/199465/en

IEEE: Copy

M. GARAVI, and A. NOORZAD, “LINEAR AND NONLINEAR SEISMIC ANALYSIS OF JAHGIN RCC DAM,” JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY, vol. 3, no. 4, pp. 10–17, 2010, [Online]. Available: https://sid.ir/paper/199465/en

Related Journal Papers