SENSITIVITY ANALYSIS FOR NONLINEAR RESPONSE OF RCMRF USING PUSHOVER ANALYSIS

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.

HABIBI A.; MOHARAMI H.; TASNIMI A.A.

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:2007 | Volume:8 | Issue:2 Page(s): 133-157

Download Full-Text

View:

378

Download:

140

Cites:

Information Journal Paper

Title

SENSITIVITY ANALYSIS FOR NONLINEAR RESPONSE OF RCMRF USING PUSHOVER ANALYSIS

Author(s)

HABIBI A. | MOHARAMI H. | TASNIMI A.A. | Issue Writer Certificate

Keywords

SENSITIVITY ANALYSIS

MATERIAL NONLINEARITY

GEOMETRIC NONLINEARITY

RCMRF

PUSHOVER ANALYSIS

Abstract

Design SENSITIVITY ANALYSIS is a necessary task for optimization of structures. Methods of SENSITIVITY ANALYSIS for linear systems have been developed and well documented in the literature; however there are a few such research works for nonlinear systems. Nonlinear SENSITIVITY ANALYSIS of structures under seismic loading is very complicated. This paper presents an analytical sensitivity technique for Reinforcement Concrete Moment Resisting Frames (RCMRF) that accounts for both material and GEOMETRIC NONLINEARITY under PUSHOVER ANALYSIS. The results of proposed method are compared with the results of finite difference method. A three-story, two bays moment frame example is used to illustrate the efficiency of the method. This technique can be very useful and efficient for optimal performance-based design of RC buildings.

Cites

No record.

References

SIMPLE NONLINEAR SEISMIC ANALYSIS OF R/C STRUCTURES

Cite

APA: Copy

HABIBI, A., MOHARAMI, H., & TASNIMI, A.A.. (2007). SENSITIVITY ANALYSIS FOR NONLINEAR RESPONSE OF RCMRF USING PUSHOVER ANALYSIS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 8(2), 133-157. SID. https://sid.ir/paper/298729/en

Vancouver: Copy

HABIBI A., MOHARAMI H., TASNIMI A.A.. SENSITIVITY ANALYSIS FOR NONLINEAR RESPONSE OF RCMRF USING PUSHOVER ANALYSIS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2007;8(2):133-157. Available from: https://sid.ir/paper/298729/en

IEEE: Copy

A. HABIBI, H. MOHARAMI, and A.A. TASNIMI, “SENSITIVITY ANALYSIS FOR NONLINEAR RESPONSE OF RCMRF USING PUSHOVER ANALYSIS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 8, no. 2, pp. 133–157, 2007, [Online]. Available: https://sid.ir/paper/298729/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops