DUCTILITY OF THIN STEEL PLATE SHEAR WALL AND COMPARE BEHAVIOR OF STEEL SHEAR WALL WITH AND WITHOUT STIFFENER

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.

HATAMI BARGH F.; RAGHEB MAHDI

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

Journal Paper

Paper Information

Journal: JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ) Year:2007 | Volume:33 | Issue:3 (45) CIVIL ENGINEERING Page(s): 43-48

Download Full-Text

Persian Verion

View:

1,299

Download:

Cites:

Information Journal Paper

Title

DUCTILITY OF THIN STEEL PLATE SHEAR WALL AND COMPARE BEHAVIOR OF STEEL SHEAR WALL WITH AND WITHOUT STIFFENER

Author(s)

HATAMI BARGH F. | RAGHEB MAHDI | Issue Writer Certificate

Keywords

STEEL SHEAR WALLQ1

LINEAR AND NONLINEAR ANALYZEQ1

STIFFENERQ1

LATERAL DRIFTQ1

BUCKLINGQ1

PLATE WITH STIFFENINGQ1

DUCTILITYQ2

HYSTERICS CURVEQ1

Abstract

This Paper is prepared to provide the state of the art of the seismic behavior as well as seismic design of STEEL SHEAR WALLs. This Paper contains a summary of the behavior of STEEL SHEAR WALLs under cyclic load as well as during post earthquakes. Later, one and four stories panel with and without STIFFENERs is studied. For this purpose, various models of such walls are analyzed and modeled. The Result shows that DUCTILITY of the system at Nonlinear Zone is increasing and the steel plate -against the steel frame- has nonlinear behavior. Also, LATERAL DRIFT at the STEEL SHEAR WALL with STIFFENER is decreasing but LATERAL DRIFT of the four stories panel at middle beams level is increasing at compared with the non STIFFENER wall.

Cites

No record.

References

No record.

Cite

APA: Copy

HATAMI BARGH, F., & RAGHEB, MAHDI. (2007). DUCTILITY OF THIN STEEL PLATE SHEAR WALL AND COMPARE BEHAVIOR OF STEEL SHEAR WALL WITH AND WITHOUT STIFFENER. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 33(3 (45) CIVIL ENGINEERING), 43-48. SID. https://sid.ir/paper/43747/en

Vancouver: Copy

HATAMI BARGH F., RAGHEB MAHDI. DUCTILITY OF THIN STEEL PLATE SHEAR WALL AND COMPARE BEHAVIOR OF STEEL SHEAR WALL WITH AND WITHOUT STIFFENER. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2007;33(3 (45) CIVIL ENGINEERING):43-48. Available from: https://sid.ir/paper/43747/en

IEEE: Copy

F. HATAMI BARGH, and MAHDI RAGHEB, “DUCTILITY OF THIN STEEL PLATE SHEAR WALL AND COMPARE BEHAVIOR OF STEEL SHEAR WALL WITH AND WITHOUT STIFFENER,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 33, no. 3 (45) CIVIL ENGINEERING, pp. 43–48, 2007, [Online]. Available: https://sid.ir/paper/43747/en

Related Journal Papers