DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS

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 H.; MOHEBKHAH A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2016 | Volume:3 | Issue:1 Page(s): 99-111

Download Full-Text

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

Persian Verion

View:

1,998

Download:

Cites:

Information Journal Paper

Title

DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS

Author(s)

KAZEMI H. | MOHEBKHAH A. | Issue Writer Certificate

Keywords

DIRECT DISPLACEMENT-BASEDQ2

DESIGNQ2

STEEL BOUNDARY COLUMNQ1

REINFORCED CONCRETE WALLQ2

SEISMIC BEHAVIOURQ2

NONLINEAR DYNAMIC ANALYSISQ2

Abstract

Special composite RC shear wall (CRCSW) with steel boundary elements is a kind of lateral force resisting structural system which is used in earthquake-prone regions. Due to their high ductility and energy dissipation, CRCSWs have been widely used in recent years by structural engineers. However, there are few studies in the literature on the seismic DESIGN of such walls. Although there are many studies in the literature on the DIRECT DISPLACEMENT-BASED DESIGN (DDBD) of RC structures, however, no study can be found on DDBD of CRCSWs. Therefore, the aim of present study is to evaluate the ability of DDBD method for DESIGNing CRCSWs. Inthis study, four special composite reinforced concrete shear walls with steel boundary elements of 4, 8, 12 and 16 story numbers were DESIGNed using the DDBD method for target drift of 2%. The seismic behavior of the four CRCSWs was studied using nonlinear time-history dynamic analyses.Dynamic analyses were performed for the mentioned walls using 7 selected earthquake records. The seismic DESIGN parameters considered in this study includes: lateral displacement profile, inelastic dynamic inter-story driftdemand, failure pattern and the composite RC shear walls over strength factor. For each shear wall, the overall overstrength factor was calculated by dividing the ultimate dynamic base shear demand (V u) by the base shear demand (V d) as per the Direct Displacement Based-Design (DDBD)method. The results show that the DDBD method can be used to DESIGN CRCSWs safely in seismic regions with predicted behavior.

Cites

No record.

References

No record.

Cite

APA: Copy

KAZEMI, H., & MOHEBKHAH, A.. (2016). DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 3(1), 99-111. SID. https://sid.ir/paper/252602/en

Vancouver: Copy

KAZEMI H., MOHEBKHAH A.. DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2016;3(1):99-111. Available from: https://sid.ir/paper/252602/en

IEEE: Copy

H. KAZEMI, and A. MOHEBKHAH, “DIRECT DISPLACEMENT-BASED DESIGN OF SPECIAL COMPOSITE RC SHEAR WALLS WITH STEEL BOUNDARY ELEMENTS,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 3, no. 1, pp. 99–111, 2016, [Online]. Available: https://sid.ir/paper/252602/en

Related Journal Papers