ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS

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.

MOHAMMADI M.; SHAVANDI M.

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:2016 | Volume:31-2 | Issue:4.2 Page(s): 37-52

Download Full-Text

Persian Verion

View:

1,853

Download:

Cites:

Information Journal Paper

Title

ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS

Author(s)

MOHAMMADI M. | SHAVANDI M. | Issue Writer Certificate

Keywords

ENGINEERED INFILL PANELQ2

SHEAR WALLQ2

EARTHQUAKEQ2

STIFFNESSQ2

STRENGTHQ2

DUCTILITYQ2

Abstract

Infill panels are used in buildings for architectural purposes. It is proven that they change the STIFFNESS, STRENGTH and damping of a building, but they are ignored in the analysis and design phases, because of many uncertainties and complications. They have a lack of DUCTILITY, which is normally required in EARTHQUAKEs, and, therefore, scientists have focused on new types of infill panel with high DUCTILITY. One of these infills has recently been proposed, which has a frictional sliding fuse at mid-height. This type of infill is called an ENGINEERED INFILL PANEL, and its high STRENGTH and DUCTILITY have been confirmed by experimental and numerical research. The STRENGTH of ENGINEERED INFILL PANELs rises by increasing the sliding STRENGTH of their fuses, which can be adjusted for different values easily through some bolts.The effects of applying such infill panels are investigated on the seismic behavior of the buildings and compared with regular concrete infills, isolated infills and SHEAR WALLs. For this, moment frame structures of 1, 3, 5 and 7 story buildings, designed on the basis of Iranian codes, are considered. Then, nonlinear time history analyses are carried out for one frame of each building. IDARC 2D Version 7.0 is applied for the analyses.Five EARTHQUAKE records, including Kobe, Tabas, Elcentro, Northridge and Manjil, are applied in the analyses and the damage indices of the buildings are compared. The Park and Ang formula is chosen for the damage index. The results show that application of the fused infill panels improves the seismic behavior of the buildings and are superior to other considered elements e.g. SHEAR WALLs, regular infills and isolated walls.

Cites

No record.

References

No record.

Cite

APA: Copy

MOHAMMADI, M., & SHAVANDI, M.. (2016). ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS. SHARIF: CIVIL ENINEERING, 31-2(4.2), 37-52. SID. https://sid.ir/paper/127945/en

Vancouver: Copy

MOHAMMADI M., SHAVANDI M.. ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS. SHARIF: CIVIL ENINEERING[Internet]. 2016;31-2(4.2):37-52. Available from: https://sid.ir/paper/127945/en

IEEE: Copy

M. MOHAMMADI, and M. SHAVANDI, “ON THE INFLUENCE OF ENGINEERED INFILLS ON SEISMIC BEHAVIOR OF STEEL STRUCTURES, COMPARED WITH SHEAR WALLS, RC INFILLS AND ISOLATED INFILLS,” SHARIF: CIVIL ENINEERING, vol. 31-2, no. 4.2, pp. 37–52, 2016, [Online]. Available: https://sid.ir/paper/127945/en

Related Journal Papers