VERTICAL CONTRACTION JOINT MODELS FOR NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH 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.

IZADINIA M.; AHMADI M.T.

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

Journal Paper

Paper Information

Journal: ESTEGHLAL Year:2001 | Volume:19 | Issue:2 Page(s): 79-96

Download Full-Text

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

Persian Verion

View:

1,285

Download:

Cites:

Information Journal Paper

Title

VERTICAL CONTRACTION JOINT MODELS FOR NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAM

Author(s)

IZADINIA M. | AHMADI M.T. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

Arch dams are generally built in cantilever monoliths. Vertical contraction joints between monoliths control the stresses due to concrete shrinkage and temperature variations. Past studies in earthquake safety evaluation of the system often show the tensile fracture and local nonlinear deformation of joints. In this paper, some nonlinear joint element constitutive models are presented to examine the tensile and shear fractures of joints. Reservoir hydrodynamic interaction and water compressibility are considered in the finite element analysis of the system. Some primary examples were studied for numerical examination of the models. Also earthquake response of "Morrow Point" arch dam was calculated. Regarding the numerical results, efficiency of the proposed models is promising for safety evaluation of arch dams under static and dynamic loads.

Cites

No record.

References

No record.

Cite

APA: Copy

IZADINIA, M., & AHMADI, M.T.. (2001). VERTICAL CONTRACTION JOINT MODELS FOR NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAM. ESTEGHLAL, 19(2), 79-96. SID. https://sid.ir/paper/5927/en

Vancouver: Copy

IZADINIA M., AHMADI M.T.. VERTICAL CONTRACTION JOINT MODELS FOR NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAM. ESTEGHLAL[Internet]. 2001;19(2):79-96. Available from: https://sid.ir/paper/5927/en

IEEE: Copy

M. IZADINIA, and M.T. AHMADI, “VERTICAL CONTRACTION JOINT MODELS FOR NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAM,” ESTEGHLAL, vol. 19, no. 2, pp. 79–96, 2001, [Online]. Available: https://sid.ir/paper/5927/en

Related Journal Papers