On Optimization of Resilient Rocking Cores

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.

GRIGORIAN M.; BIGLARI A.; Kamizi m.; NIKKHAH E.

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

Journal Paper

Paper Information

Journal: International Journal of Optimization in Civil Engineering Year:2019 | Volume:9 | Issue:3 Page(s): 373-393

Download Full-Text

View:

222

Download:

Cites:

Information Journal Paper

Title

On Optimization of Resilient Rocking Cores

Author(s)

GRIGORIAN M. | BIGLARI A. | Kamizi m. | NIKKHAH E. | Issue Writer Certificate

Keywords

sustainability

rocking core

re-centering

collapse prevention

reparability

cost efficiency

Abstract

The research leading to this paper was prompted by the need to estimate strength and stiffness of Rigid rocking cores (RRCs) as essential elements of resilient earthquake resisting structures. While a limited number of such studies have been reported, no general study in terms of physical properties of RRCs, their appendages and adjoining structures have been published. Despite the growing knowledge on RRCs there are no design guidelines on their applications for seismic protection of buildings. The purpose of the present article is to propose effective rigidity limits beyond which it would be unproductive to use stiffer cores and to provide basic guidelines for the preliminary design of RRCs with a view to collapse prevention, re-centering and post-earthquake repairs/replacements. Several examples supported by computer analysis have been provided to demonstrate the applications and the validity of the proposed solutions.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

GRIGORIAN, M., BIGLARI, A., Kamizi, m., & NIKKHAH, E.. (2019). On Optimization of Resilient Rocking Cores. INTERNATIONAL JOURNAL OF OPTIMIZATION IN CIVIL ENGINEERING, 9(3), 373-393. SID. https://sid.ir/paper/329510/en

Vancouver: Copy

GRIGORIAN M., BIGLARI A., Kamizi m., NIKKHAH E.. On Optimization of Resilient Rocking Cores. INTERNATIONAL JOURNAL OF OPTIMIZATION IN CIVIL ENGINEERING[Internet]. 2019;9(3):373-393. Available from: https://sid.ir/paper/329510/en

IEEE: Copy

M. GRIGORIAN, A. BIGLARI, m. Kamizi, and E. NIKKHAH, “On Optimization of Resilient Rocking Cores,” INTERNATIONAL JOURNAL OF OPTIMIZATION IN CIVIL ENGINEERING, vol. 9, no. 3, pp. 373–393, 2019, [Online]. Available: https://sid.ir/paper/329510/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops