DEVELOPING SEISMIC FRAGILITY FUNCTION OF STRUCTURES BY STOCHASTIC APPROACH

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.

NASER ASADI K.; GHAFOURI ASHTIANI M.; ESHGHI S.; ZOU ALFAGHARI M.R.

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

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2009 | Volume:10 | Issue:2 Page(s): 183-200

Download Full-Text

View:

495

Download:

415

Cites:

Information Journal Paper

Title

DEVELOPING SEISMIC FRAGILITY FUNCTION OF STRUCTURES BY STOCHASTIC APPROACH

Author(s)

NASER ASADI K. | GHAFOURI ASHTIANI M. | ESHGHI S. | ZOU ALFAGHARI M.R. | Issue Writer Certificate

Keywords

STOCHASTIC METHOD

FRAGILITY FUNCTION

FRAGILITY DISPERSION

VULNERABILITY OF STRUCTURES

NON-STRUCTURAL DAMAGE

HAZUS

Abstract

Fragility function of structures is the major requirement of seismic loss estimation which is widely used in the seismic risk management. In this paper, firstly, a comprehensive and simplifies STOCHASTIC METHODs are presented for development of analytical FRAGILITY FUNCTIONs. Secondly, the effect of damage threshold uncertainty on FRAGILITY FUNCTIONs is estimated. It is shown that the results of the method are almost comparable with the result of previous studies and the effect of uncertainty of damage state on the deviation of FRAGILITY FUNCTION in the lower intensity of ground motion is high which gradually decreases.

Cites

No record.

References

Cite

APA: Copy

NASER ASADI, K., GHAFOURI ASHTIANI, M., ESHGHI, S., & ZOU ALFAGHARI, M.R.. (2009). DEVELOPING SEISMIC FRAGILITY FUNCTION OF STRUCTURES BY STOCHASTIC APPROACH. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 10(2), 183-200. SID. https://sid.ir/paper/298813/en

Vancouver: Copy

NASER ASADI K., GHAFOURI ASHTIANI M., ESHGHI S., ZOU ALFAGHARI M.R.. DEVELOPING SEISMIC FRAGILITY FUNCTION OF STRUCTURES BY STOCHASTIC APPROACH. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2009;10(2):183-200. Available from: https://sid.ir/paper/298813/en

IEEE: Copy

K. NASER ASADI, M. GHAFOURI ASHTIANI, S. ESHGHI, and M.R. ZOU ALFAGHARI, “DEVELOPING SEISMIC FRAGILITY FUNCTION OF STRUCTURES BY STOCHASTIC APPROACH,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 10, no. 2, pp. 183–200, 2009, [Online]. Available: https://sid.ir/paper/298813/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops