APPROXIMATE PROCEDURE FOR THE SEISMIC NONLINEAR ANALYSIS OF NONSTRUCTURAL COMPONENTS IN BUILDINGS

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.

VILLAVERDE R.

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

Journal Paper

Paper Information

Journal: Journal of Seismology and Earthquake Engineering Year:2005 | Volume:7 | Issue:1 Page(s): 9-24

Download Full-Text

Persian Verion

View:

814

Download:

177

Cites:

Information Journal Paper

Title

APPROXIMATE PROCEDURE FOR THE SEISMIC NONLINEAR ANALYSIS OF NONSTRUCTURAL COMPONENTS IN BUILDINGS

Author(s)

VILLAVERDE R. | Issue Writer Certificate

Keywords

NONLINEAR ANALYSISQ4

APPROXIMATE METHODSQ4

SEISMIC DESIGNQ4

SECONDARY SYSTEMSQ4

BUILDING ATTACHMENTSQ4

EQUIPMENT DESIGNQ4

Abstract

An approximate method is proposed to estimate the seismic response of nonlinear nonstructural components attached to nonlinear building structures. The method is based on a previously developed procedure for the analysis of linear SECONDARY SYSTEMS mounted on a linear primary structure, the introduction of simplifying assumptions similar to those made in the derivation of the equivalent lateral force procedure for the seismic analysis of conventional buildings, and the use of strength reduction factors to account for the nonlinear behavior of nonstructural component and supporting structure. Its application to any given nonstructural component only requires knowing the geometric characteristics, weights, and target ductilities of the nonstructural component and the structure to which it is connected, in addition to the fundamental natural period of the structure and the elastic response spectrum specified for the design of the structure. Presented also are a numerical example that illustrates the application of the method and the results of a comparative numerical study that is carried out to assess the method’s adequacy. Based on its simplicity and rationality and the results from the comparative study, it is concluded that the proposed method represents a simple but effective procedure for the SEISMIC DESIGN of nonstructural components in buildings.

Cites

No record.

References

No record.

Cite

APA: Copy

VILLAVERDE, R.. (2005). APPROXIMATE PROCEDURE FOR THE SEISMIC NONLINEAR ANALYSIS OF NONSTRUCTURAL COMPONENTS IN BUILDINGS. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, 7(1), 9-24. SID. https://sid.ir/paper/112339/en

Vancouver: Copy

VILLAVERDE R.. APPROXIMATE PROCEDURE FOR THE SEISMIC NONLINEAR ANALYSIS OF NONSTRUCTURAL COMPONENTS IN BUILDINGS. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING[Internet]. 2005;7(1):9-24. Available from: https://sid.ir/paper/112339/en

IEEE: Copy

R. VILLAVERDE, “APPROXIMATE PROCEDURE FOR THE SEISMIC NONLINEAR ANALYSIS OF NONSTRUCTURAL COMPONENTS IN BUILDINGS,” JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, vol. 7, no. 1, pp. 9–24, 2005, [Online]. Available: https://sid.ir/paper/112339/en

Related Journal Papers