ANALYTICAL MODELING OF LOAD-DEFLECTION CURVE IN REINFORCED CONCRETE BEAMS

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.

HAJIGHASEMALI S.; RAMEZANIANPOUR A.; KASHEFIZADEH M.

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2016 | Volume:47 | Issue:3 Page(s): 61-68

Download Full-Text

Persian Verion

View:

852

Download:

Cites:

Information Journal Paper

Title

ANALYTICAL MODELING OF LOAD-DEFLECTION CURVE IN REINFORCED CONCRETE BEAMS

Author(s)

HAJIGHASEMALI S. | RAMEZANIANPOUR A. | KASHEFIZADEH M. | Issue Writer Certificate

Keywords

REINFORCED SLOPEQ2

OPTIMIZATIONQ2

GENETIC ALGORITHMQ2

NONE CIRCULAR FAILURE SURFACEQ2

Abstract

Two effective parameters in determining the length of reinforcements in the reinforced soil slopes are, the one, the length of reinforcement located in the active zone till to the location of failure surface and the second, the length of reinforcement located after the failure surface. Generally, the first one is calculated based on the angle of failure wedge by Rankin method. In this method the effect of reinforcement on the location of failure surface is ignored, while the presence of reinforcement is eff ective. In order to assess the location of the failure suface, the horizontal slice method based on Spencer assumption is used. Inthis method, slippery mass with the presence of reinforces is divided into a number of horizontal slices parallel to reinforcement direction. Inter-slice forces are computed by using Spencer basic rules. Earthquake load is affected on the center of each slice by horizontal and vertical pseudo-static coefficients. In the presented method, unlike the other existing methods, all of the critical slip surfaces are examined and are reinforced. In this paper, GENETIC ALGORITHM (GA) OPTIMIZATION method is used to optimize the objective function for the produced non-circular slip surface of each horizontal for the safety factor of one. By comparing the results of GENETIC ALGORITHM OPTIMIZATION approach introduced in this research with the results of the other investigators for the same geometry, material properties and loadings of the slopes it is indicated that the introduced and utilized method is more critical for the estimation of the length of reinforcements and the design of reinforcements with the proposed method is more reliable.

Cites

No record.

References

No record.

Cite

APA: Copy

HAJIGHASEMALI, S., RAMEZANIANPOUR, A., & KASHEFIZADEH, M.. (2016). ANALYTICAL MODELING OF LOAD-DEFLECTION CURVE IN REINFORCED CONCRETE BEAMS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 47(3), 61-68. SID. https://sid.ir/paper/165526/en

Vancouver: Copy

HAJIGHASEMALI S., RAMEZANIANPOUR A., KASHEFIZADEH M.. ANALYTICAL MODELING OF LOAD-DEFLECTION CURVE IN REINFORCED CONCRETE BEAMS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2016;47(3):61-68. Available from: https://sid.ir/paper/165526/en

IEEE: Copy

S. HAJIGHASEMALI, A. RAMEZANIANPOUR, and M. KASHEFIZADEH, “ANALYTICAL MODELING OF LOAD-DEFLECTION CURVE IN REINFORCED CONCRETE BEAMS,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 47, no. 3, pp. 61–68, 2016, [Online]. Available: https://sid.ir/paper/165526/en

Related Journal Papers