SHAKING TABLE STUDY OF A FULL-SCALE SINGLE STOREY 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 F.

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

Journal Paper

Paper Information

Journal: Scientia Iranica Year:2010 | Volume:17 | Issue:3 (TRANSACTION A: CIVIL ENGINEERING) Page(s): 184-193

Download Full-Text

View:

450

Download:

573

Cites:

Information Journal Paper

Title

SHAKING TABLE STUDY OF A FULL-SCALE SINGLE STOREY CONFINED BRICK MASONRY BUILDING

Author(s)

KAZEMI M.T. | HOSSEINZADEH ASL M. | BAKHSHI A. | RAHIMZADEH ROFOUEI F. | Issue Writer Certificate

Keywords

SHAKING TABLE TEST

CONFINED MASONRY

BOND BEAM

TIE-COLUMN

OPENING EFFECT

Abstract

In order to evaluate the seismic behavior of CONFINED MASONRY buildings based on Iranian seismic code design, a single storey full-scale unreinforced confined brick masonry building has been constructed on the shaking table facility at the Earthquake Engineering Research Center (EERC) of Sharif University of Technology. The 4 by 4 meter model consists of four brick masonry walls confined with reinforced mortar TIE-COLUMNs and steel BOND BEAMs, with a traditional jack-arch roof system. Three of the wall panels contained openings of different sizes and geometries. The model was subjected to the scaled earthquake records of Bam, Tabas and El Centro, as well as a harmonic acceleration with gradually increasing amplitude. The test results indicated that, for moderate strength earthquakes, the provisions provided by the Iranian seismic code is appropriate for life safety. Results also verified that proper workmanship of ties plays an important role in the integrity and stability of the unreinforced masonry buildings. Settlement of the masonry walls and subsequent reduction in frictional resistance between wall and roof horizontal steel BOND BEAMs were effective on the out-of-plane failure of the walls. Based on experimental observations, some suggestions are made to improve the current seismic code of Iran.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

KAZEMI, M.T., HOSSEINZADEH ASL, M., BAKHSHI, A., & RAHIMZADEH ROFOUEI, F.. (2010). SHAKING TABLE STUDY OF A FULL-SCALE SINGLE STOREY CONFINED BRICK MASONRY BUILDING. SCIENTIA IRANICA, 17(3 (TRANSACTION A: CIVIL ENGINEERING)), 184-193. SID. https://sid.ir/paper/289924/en

Vancouver: Copy

KAZEMI M.T., HOSSEINZADEH ASL M., BAKHSHI A., RAHIMZADEH ROFOUEI F.. SHAKING TABLE STUDY OF A FULL-SCALE SINGLE STOREY CONFINED BRICK MASONRY BUILDING. SCIENTIA IRANICA[Internet]. 2010;17(3 (TRANSACTION A: CIVIL ENGINEERING)):184-193. Available from: https://sid.ir/paper/289924/en

IEEE: Copy

M.T. KAZEMI, M. HOSSEINZADEH ASL, A. BAKHSHI, and F. RAHIMZADEH ROFOUEI, “SHAKING TABLE STUDY OF A FULL-SCALE SINGLE STOREY CONFINED BRICK MASONRY BUILDING,” SCIENTIA IRANICA, vol. 17, no. 3 (TRANSACTION A: CIVIL ENGINEERING), pp. 184–193, 2010, [Online]. Available: https://sid.ir/paper/289924/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops