EFFECT OF THE REINFORCEMENT PATTERNS ON THE SEISMIC PERFORMANCE OF THE SHORT SHEAR WALLS AT NUCLEAR POWER STATIONS

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.

GHANIZADEH MOHAMMAD; SARVGHAD MOGHADAM ABDOLREZA; Farzam Masood

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

Journal Paper

Paper Information

Journal: Modeling in Engineering Year:2016 | Volume:14 | Issue:45 Page(s): 79-92

Download Full-Text

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

Persian Verion

View:

1,261

Download:

Cites:

Information Journal Paper

Title

EFFECT OF THE REINFORCEMENT PATTERNS ON THE SEISMIC PERFORMANCE OF THE SHORT SHEAR WALLS AT NUCLEAR POWER STATIONS

Author(s)

GHANIZADEH MOHAMMAD | SARVGHAD MOGHADAM ABDOLREZA | Farzam Masood | Issue Writer Certificate

Keywords

SHORT SHEAR WALLQ2

FINITE ELEMENTQ1

NONLINEAR BEHAVIORQ2

SHEAR STRENGTHQ2

Abstract

As the need for seismic designing of the earthquake resistant structures increases, numerous laboratory and numerical studies are being done to estimate the nonlinear response of these structures. With respect to the height to width ratio, the concrete shear walls are divided into two categories of cantilever and SHORT SHEAR WALLs. Cantilever shear walls with the aspect ratio greater than 2 demonstrate flexural behavior while SHORT SHEAR WALLs with the aspect ratio smaller than to 2 exhibit shear behavior. In this study the behavior of short reinforced concrete shear walls are investigated using the nonlinear FINITE ELEMENT software ATENA 3D. The failure mode and the ultimate and residual shear resistance of the SHORT SHEAR WALLs, as well as the affecting parameters such as concentration of longitudinal and transverse bars at the edges of the wall, change of the horizontal and vertical bars spacing and the use of diagonal bars are studied. It is revealed that unlike the cantilever walls, the concentration of the bars at the edges have no influence on the increasing of ductility.

Cites

No record.

References

No record.

Cite

APA: Copy

GHANIZADEH, MOHAMMAD, SARVGHAD MOGHADAM, ABDOLREZA, & Farzam, Masood. (2016). EFFECT OF THE REINFORCEMENT PATTERNS ON THE SEISMIC PERFORMANCE OF THE SHORT SHEAR WALLS AT NUCLEAR POWER STATIONS. JOURNAL OF MODELING IN ENGINEERING, 14(45), 79-92. SID. https://sid.ir/paper/173820/en

Vancouver: Copy

GHANIZADEH MOHAMMAD, SARVGHAD MOGHADAM ABDOLREZA, Farzam Masood. EFFECT OF THE REINFORCEMENT PATTERNS ON THE SEISMIC PERFORMANCE OF THE SHORT SHEAR WALLS AT NUCLEAR POWER STATIONS. JOURNAL OF MODELING IN ENGINEERING[Internet]. 2016;14(45):79-92. Available from: https://sid.ir/paper/173820/en

IEEE: Copy

MOHAMMAD GHANIZADEH, ABDOLREZA SARVGHAD MOGHADAM, and Masood Farzam, “EFFECT OF THE REINFORCEMENT PATTERNS ON THE SEISMIC PERFORMANCE OF THE SHORT SHEAR WALLS AT NUCLEAR POWER STATIONS,” JOURNAL OF MODELING IN ENGINEERING, vol. 14, no. 45, pp. 79–92, 2016, [Online]. Available: https://sid.ir/paper/173820/en

Related Journal Papers