PROBABILISTIC STABILITY ANALYSIS OF PORTAL AND GABLED STEEL FRAMES WITH FLEXIBLE CONNECTIONS AND SUPPORTS

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.

REZAIEE PAJAND M.; SHAHABIAN F.; BAMBAEECHEE M.

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

Journal Paper

Paper Information

Journal: STRUCTURE AND STEEL Year:2015 | Volume:10 | Issue:16 Page(s): 51-79

Download Full-Text

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

Persian Verion

View:

740

Download:

Cites:

Information Journal Paper

Title

PROBABILISTIC STABILITY ANALYSIS OF PORTAL AND GABLED STEEL FRAMES WITH FLEXIBLE CONNECTIONS AND SUPPORTS

Author(s)

REZAIEE PAJAND M. | SHAHABIAN F. | BAMBAEECHEE M. | Issue Writer Certificate

Keywords

PROBABILISTIC ANALYSISQ2

STABILITYQ2

STEEL FRAMESQ2

FLEXIBLE CONNECTIONQ2

FLEXIBLE SUPPORTQ2

NONQ2

PRISMATIC MEMBERQ1

MONTEQ2

CARLOQ2

SENSITIVITYQ2

Abstract

There are various factors in the analysis and design of the STEEL FRAMES that uncertainties in any one of them can have a significant effect on the structural safety. The rotational stiffness of the bases and beam-to-column connections and also, the transitional stiffness of the bracing system can be considered as examples of these variables. In this paper, firstly, based on the exact solution of the governing differential equation for an Euler-Bernoulli beam, the STABILITY matrix of portal and gabled STEEL FRAMES with FLEXIBLE CONNECTIONs and supports and NON-prismatic members are derived. It should be added, the flexibility of connections and supports are molded by the linear rotational or transitional springs. The accuracy of the proposed approach in the deterministic STABILITY analysis with numerical examples verified. Then, by using of the MONTE-Carlo simulation method, the probability of failure of mentioned frames for the STABILITY is estimated. The rotational stiffness of the beam-to-column connections and bases and also, the transitional stiffness of lateral support are considered as the random variables in the stochastic STABILITY analysis. Accordingly, by using of the presented formulation the buckling loads of the simulated frames for the hundred thousand times obtained and the effects of various coefficients of variations and different probabilistic distribution functions for random variables in the buckling resistance of the foregoing frames estimated. Moreover, the SENSITIVITY of the probability of failure for the STABILITY of frames with respect to uncertainty of the stiffness of the connections and supports investigated.

Cites

No record.

References

No record.

Cite

APA: Copy

REZAIEE PAJAND, M., SHAHABIAN, F., & BAMBAEECHEE, M.. (2015). PROBABILISTIC STABILITY ANALYSIS OF PORTAL AND GABLED STEEL FRAMES WITH FLEXIBLE CONNECTIONS AND SUPPORTS. STRUCTURE AND STEEL, 10(16), 51-79. SID. https://sid.ir/paper/136668/en

Vancouver: Copy

REZAIEE PAJAND M., SHAHABIAN F., BAMBAEECHEE M.. PROBABILISTIC STABILITY ANALYSIS OF PORTAL AND GABLED STEEL FRAMES WITH FLEXIBLE CONNECTIONS AND SUPPORTS. STRUCTURE AND STEEL[Internet]. 2015;10(16):51-79. Available from: https://sid.ir/paper/136668/en

IEEE: Copy

M. REZAIEE PAJAND, F. SHAHABIAN, and M. BAMBAEECHEE, “PROBABILISTIC STABILITY ANALYSIS OF PORTAL AND GABLED STEEL FRAMES WITH FLEXIBLE CONNECTIONS AND SUPPORTS,” STRUCTURE AND STEEL, vol. 10, no. 16, pp. 51–79, 2015, [Online]. Available: https://sid.ir/paper/136668/en

Related Journal Papers