EVALUATION OF PERFORMANCE AND OPTIMIZATION OF COMPOSITE SHEAR WALL

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.

RAHAI ALIREZA; HATAMI FARZAD; SALAMI MOHAMMADREZA

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2010 | Volume:41 | Issue:2 Page(s): 53-61

Download Full-Text

Persian Verion

View:

1,456

Download:

Cites:

Information Journal Paper

Title

EVALUATION OF PERFORMANCE AND OPTIMIZATION OF COMPOSITE SHEAR WALL

Author(s)

RAHAI ALIREZA | HATAMI FARZAD | SALAMI MOHAMMADREZA | Issue Writer Certificate

Keywords

STEEL PLATE SHEAR WALLQ2

COMPOSITE SHEAR WALLQ2

BUCKLINGQ3

POST- BUCKLINGQ3

SHEAR CONNECTORQ3

Abstract

STEEL PLATE SHEAR WALLs have been used in structures as a lateral load resisting system since 1970. Main advantage of thin STEEL PLATE SHEAR WALL is BUCKLING of steel plate under tension field action. Generally, there are two methods to delay the steel plate BUCKLING, using stiffeners or concrete cover which attached to the steel plate by SHEAR CONNECTORs.In the present study, a numerical approach has been used to investigate the shear behavior of COMPOSITE SHEAR WALLs under lateral loading. Furthermore a geometrical optimization analysis was carried out by changing the concrete cover thickness and distance between SHEAR CONNECTORs. The results of numerical analysis, show increasing concrete cover thickness will result decreasing stress concentration in steel plate and distributing them. Furthermore the result show that decreasing distance between SHEAR CONNECTOR will result increasing the strength and stiffness of shear panel. Finally studying the models deformation the optimum concrete cover thickness and distance between SHEAR CONNECTORs are proposed.

Cites

No record.

References

No record.

Cite

APA: Copy

RAHAI, ALIREZA, HATAMI, FARZAD, & SALAMI, MOHAMMADREZA. (2010). EVALUATION OF PERFORMANCE AND OPTIMIZATION OF COMPOSITE SHEAR WALL. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 41(2), 53-61. SID. https://sid.ir/paper/165581/en

Vancouver: Copy

RAHAI ALIREZA, HATAMI FARZAD, SALAMI MOHAMMADREZA. EVALUATION OF PERFORMANCE AND OPTIMIZATION OF COMPOSITE SHEAR WALL. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2010;41(2):53-61. Available from: https://sid.ir/paper/165581/en

IEEE: Copy

ALIREZA RAHAI, FARZAD HATAMI, and MOHAMMADREZA SALAMI, “EVALUATION OF PERFORMANCE AND OPTIMIZATION OF COMPOSITE SHEAR WALL,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 41, no. 2, pp. 53–61, 2010, [Online]. Available: https://sid.ir/paper/165581/en

Related Journal Papers