COMPARISON OF THE VARIATION OF RESPONSE DUE TO THE VARIATION ANGLE OF HORIZONTAL ORTHOGONAL ACCELEROGRAM COMPONENTS

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.

HOSSEINI HASHEMI B.; HASANZADEH MASOUD

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:2009 | Volume:24 | Issue:46.1 Page(s): 103-107

Download Full-Text

Persian Verion

View:

1,719

Download:

Cites:

Information Journal Paper

Title

COMPARISON OF THE VARIATION OF RESPONSE DUE TO THE VARIATION ANGLE OF HORIZONTAL ORTHOGONAL ACCELEROGRAM COMPONENTS

Author(s)

HOSSEINI HASHEMI B. | HASANZADEH MASOUD | Issue Writer Certificate

Keywords

HORIZONTAL ACCELEROGRAM COMPONENTSQ3

CTIRICAL ANGLEQ3

MAXIMUM RESPONSEQ3

NONLINEAR BEHAVIORQ2

Abstract

In structural elements, with the variation angle of horizontal orthogonal accelerogram components, the response to the relation between the principal axes of the building will vary. In this paper, a steel building that is regular in plan and height, using seven acceleration records, is analyzed by nonlinear dynamic analysis and the critical angle and relation variation responses are calculated. Results indicated the critical angle is different with varying acceleration records. In this study, the increase in the intensity ground motion and NONLINEAR BEHAVIOR in the structural elements is also investigated. Results indicated that critical angle and increase relation responses vary with an increase in the intensity ground motion.

Cites

No record.

References

No record.

Cite

APA: Copy

HOSSEINI HASHEMI, B., & HASANZADEH, MASOUD. (2009). COMPARISON OF THE VARIATION OF RESPONSE DUE TO THE VARIATION ANGLE OF HORIZONTAL ORTHOGONAL ACCELEROGRAM COMPONENTS. SHARIF: CIVIL ENINEERING, 24(46.1), 103-107. SID. https://sid.ir/paper/128238/en

Vancouver: Copy

HOSSEINI HASHEMI B., HASANZADEH MASOUD. COMPARISON OF THE VARIATION OF RESPONSE DUE TO THE VARIATION ANGLE OF HORIZONTAL ORTHOGONAL ACCELEROGRAM COMPONENTS. SHARIF: CIVIL ENINEERING[Internet]. 2009;24(46.1):103-107. Available from: https://sid.ir/paper/128238/en

IEEE: Copy

B. HOSSEINI HASHEMI, and MASOUD HASANZADEH, “COMPARISON OF THE VARIATION OF RESPONSE DUE TO THE VARIATION ANGLE OF HORIZONTAL ORTHOGONAL ACCELEROGRAM COMPONENTS,” SHARIF: CIVIL ENINEERING, vol. 24, no. 46.1, pp. 103–107, 2009, [Online]. Available: https://sid.ir/paper/128238/en

Related Journal Papers