CALCULATION OF BEHAVIOR FACTOR FOR CONECNTRIC BRACED STEEL STRUCTURES

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SADEGH AZAR M.; GHAFOURI MAHDI

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Journal Paper

Paper Information

Journal: Sharif Journal of Civil Engineering Year:2008 | Volume:23 | Issue:40.1 Page(s): 35-42

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Information Journal Paper

Title

CALCULATION OF BEHAVIOR FACTOR FOR CONECNTRIC BRACED STEEL STRUCTURES

Author(s)

SADEGH AZAR M. | GHAFOURI MAHDI | Issue Writer Certificate

Keywords

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Abstract

In this paper, after taking a look at the importance of the degree of behavior factor and its application for structures, its objective and effective parameters upon its quantity have subsequently been investigated.The quality of achieving this factor from one of the common methods (the method developed by Freeman) has been discussed. Then, parameters used in this paper for calculating the behavior factor have been defined and the behavior factor for two dimensional V/A-shape steel braced coaxial structures have been obtained by allocating the restraint of the beam to the column and its base plate, in addition to considering strain hardening from Young's modulus as comparison. Finally, the results are reviewed.

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APA: Copy

SADEGH AZAR, M., & GHAFOURI, MAHDI. (2008). CALCULATION OF BEHAVIOR FACTOR FOR CONECNTRIC BRACED STEEL STRUCTURES. SHARIF: CIVIL ENINEERING, 23(40.1), 35-42. SID. https://sid.ir/paper/128190/en

Vancouver: Copy

SADEGH AZAR M., GHAFOURI MAHDI. CALCULATION OF BEHAVIOR FACTOR FOR CONECNTRIC BRACED STEEL STRUCTURES. SHARIF: CIVIL ENINEERING[Internet]. 2008;23(40.1):35-42. Available from: https://sid.ir/paper/128190/en

IEEE: Copy

M. SADEGH AZAR, and MAHDI GHAFOURI, “CALCULATION OF BEHAVIOR FACTOR FOR CONECNTRIC BRACED STEEL STRUCTURES,” SHARIF: CIVIL ENINEERING, vol. 23, no. 40.1, pp. 35–42, 2008, [Online]. Available: https://sid.ir/paper/128190/en

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