COMPUTER PROGRAM FOR ANALYSIS OF SUBSTITUTE FRAME OF FLAT SLABS AND SLABS SUPPORTED ON 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.

MAHMOUDZADEH KANI I.; MOGHADASI BONAB N.A.S.

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): 95-102

Download Full-Text

Persian Verion

View:

755

Download:

Cites:

Information Journal Paper

Title

COMPUTER PROGRAM FOR ANALYSIS OF SUBSTITUTE FRAME OF FLAT SLABS AND SLABS SUPPORTED ON BEAMS

Author(s)

MAHMOUDZADEH KANI I. | MOGHADASI BONAB N.A.S. | Issue Writer Certificate

Keywords

TWO-WAY SLABQ2

EQAIVALENT FRAME METHODQ3

STIFFRESS VARIATIONQ3

SLOPE-DEFLECTION EQUATIONSQ3

COMPUTER PROGRAMQ3

Abstract

TWO-WAY SLAB structures, owing to their economical and architectural advantages, are used extensively in civil engineering. In addition, these systems not only resist gravity loads and transfer them to the columns, but, also, sometimes in combination with other structural members, make a lateral resisting system. The elastic analysis of an equivalent frame method is a precise and comprehensive method that is widely used for the analysis of TWO-WAY SLAB structures. Because of the nonprismatic sections of slab-beams and columns, carryover and stiffness factors and the fixed end moments of members with a constant moment of inertia could not be used. Some tables have presented these values for different types of slab-beam, column and torsional member. Due to the low precision of these tables and the complicated and time-consuming procedure of the equivalent frame method, the precise analysis of TWO-WAY SLAB systems, using an equivalent frame method, including stiffness variation in all members, using slope deflection equations, in the form of developed software, is pursued in this research. Two analyses of example structures were performed and the efficiency and accuracy of the program were verified by comparing the hand-calculated results, including a finite element approach and the developed COMPUTER PROGRAM results, which show some differences in support moments

Cites

No record.

References

No record.

Cite

APA: Copy

MAHMOUDZADEH KANI, I., & MOGHADASI BONAB, N.A.S.. (2009). COMPUTER PROGRAM FOR ANALYSIS OF SUBSTITUTE FRAME OF FLAT SLABS AND SLABS SUPPORTED ON BEAMS. SHARIF: CIVIL ENINEERING, 24(46.1), 95-102. SID. https://sid.ir/paper/128230/en

Vancouver: Copy

MAHMOUDZADEH KANI I., MOGHADASI BONAB N.A.S.. COMPUTER PROGRAM FOR ANALYSIS OF SUBSTITUTE FRAME OF FLAT SLABS AND SLABS SUPPORTED ON BEAMS. SHARIF: CIVIL ENINEERING[Internet]. 2009;24(46.1):95-102. Available from: https://sid.ir/paper/128230/en

IEEE: Copy

I. MAHMOUDZADEH KANI, and N.A.S. MOGHADASI BONAB, “COMPUTER PROGRAM FOR ANALYSIS OF SUBSTITUTE FRAME OF FLAT SLABS AND SLABS SUPPORTED ON BEAMS,” SHARIF: CIVIL ENINEERING, vol. 24, no. 46.1, pp. 95–102, 2009, [Online]. Available: https://sid.ir/paper/128230/en

Related Journal Papers