SHAKING TABLE STUDY OF A CONFINED BRICK MASONRY BUILDING

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.

KAZEMI M.T.; HOSSEINZADEH ASL M.; BAKHSHI A.; RAHIMZADEH ROFOUEI A.; EGHBALI SORAYA

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

Journal Paper

Paper Information

Journal: Sharif Journal of Civil Engineering Year:2008 | Volume:24 | Issue:44 Page(s): 21-27

Download Full-Text

Persian Verion

View:

840

Download:

Cites:

Information Journal Paper

Title

SHAKING TABLE STUDY OF A CONFINED BRICK MASONRY BUILDING

Author(s)

Keywords

SHAKING TABLEQ2

CONFINED MASONRY BUILDINGQ3

BOND BEAMQ3

TIE COLUMNQ3

OPENINGQ2

Abstract

A single storey, full-scale unreinforced confined brick masonry building was designed, based on Standard No.2800 of IRAN, and constructed on the SHAKING TABLE at the Earthquake Engineering Research Center, EERC, of Sharif University of Technology. The model consisted of a vertical reinforced concrete TIE COLUMN and horizontal steel bond beams and had a jack-arch roof system.The walls had OPENINGs of different dimensions, making it possible to investigate the effects of the shape, geometry and location of the OPENINGs. The model was subjected to some seismic experiments, consisting of scaled records of the Barn, Tabas and Elcentro earthquakes as well as harmonic acceleration with a gradually increasing amplitude. The results indicated that the proper workmanship of ties, especially the proper connection of TIE COLUMNs and bond beams, plays an important role in the integrity and stability of the structure. The creep of the masonry walls and subsequent reduction in frictional resistance between the walls and steel bond beams were effective on the out-of-plane failure of the brick walls.

Cites

No record.

References

No record.

Cite

APA: Copy

KAZEMI, M.T., HOSSEINZADEH ASL, M., RAHIMZADEH ROFOUEI, A., BAKHSHI, A., & EGHBALI, SORAYA. (2008). SHAKING TABLE STUDY OF A CONFINED BRICK MASONRY BUILDING. SHARIF: CIVIL ENINEERING, 24(44), 21-27. SID. https://sid.ir/paper/128094/en

Vancouver: Copy

KAZEMI M.T., HOSSEINZADEH ASL M., RAHIMZADEH ROFOUEI A., BAKHSHI A., EGHBALI SORAYA. SHAKING TABLE STUDY OF A CONFINED BRICK MASONRY BUILDING. SHARIF: CIVIL ENINEERING[Internet]. 2008;24(44):21-27. Available from: https://sid.ir/paper/128094/en

IEEE: Copy

M.T. KAZEMI, M. HOSSEINZADEH ASL, A. RAHIMZADEH ROFOUEI, A. BAKHSHI, and SORAYA EGHBALI, “SHAKING TABLE STUDY OF A CONFINED BRICK MASONRY BUILDING,” SHARIF: CIVIL ENINEERING, vol. 24, no. 44, pp. 21–27, 2008, [Online]. Available: https://sid.ir/paper/128094/en

Related Journal Papers