Research Article

THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES

Number: 008 July 15, 2005
TR EN

THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES

Abstract

In this study, elastic supported frames are analyzed by using a computer program. The connection flexibility is modeled by linear elastic rotational and lateral springs. Having the same geometry and cross-sections, the statical analysis is examined for five different spring combinations. Response characteristics of ten different twostorey frames are compared with reference to rotations and displacements of their joints. The study indicates that rotations and displacements of connections increase as the spring coefficients decrease.

References

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  3. [3] O. A. Abu-yasein and G. R. Frederick, Analysis of frames with semi-rigid joints, Journal of Computers & Structures. 52 (1994), 1161-1168.
  4. [4] S. E. Kim and S.H.Choi, Practical advanced analysis for semirigid space frames, Journal of Solids and Structures. 38 (2001), 9111-9131.
  5. [5] M. Kattner and M. Crisinel, Finite element modeling of semirigid composite joints, Journal of Computers & Str uctures. 78 (2000),341-353.
  6. [6] A. R. Salazar and A. Haldar, Non-linear seismic response of steel structures with semi-rigid and composite connections, Journal of Constructional Steel Research. 51 (1999),37-59.
  7. [7] Z. Fu, K. Ohi, K. Takanashi and X. Lin, Seismic behavior of steel frames with semi-rigid connections and braces, Journal of Constructional Steel Research. 46 (1998),440-461.
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Details

Primary Language

English

Subjects

Civil Engineering

Journal Section

Research Article

Authors

A.U. Öztürk * This is me

Publication Date

July 15, 2005

Submission Date

April 15, 2005

Acceptance Date

April 15, 2006

Published in Issue

Year 2005 Number: 008

APA
Öztürk, A., & Yeşilce, Y. (2005). THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES. Journal of Science and Technology of Dumlupınar University, 008, 19-34. https://izlik.org/JA76DT54NU
AMA
1.Öztürk A, Yeşilce Y. THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES. DPÜFBED. 2005;(008):19-34. https://izlik.org/JA76DT54NU
Chicago
Öztürk, A.U., and Y. Yeşilce. 2005. “THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES”. Journal of Science and Technology of Dumlupınar University, nos. 008: 19-34. https://izlik.org/JA76DT54NU.
EndNote
Öztürk A, Yeşilce Y (July 1, 2005) THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES. Journal of Science and Technology of Dumlupınar University 008 19–34.
IEEE
[1]A. Öztürk and Y. Yeşilce, “THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES”, DPÜFBED, no. 008, pp. 19–34, July 2005, [Online]. Available: https://izlik.org/JA76DT54NU
ISNAD
Öztürk, A.U. - Yeşilce, Y. “THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES”. Journal of Science and Technology of Dumlupınar University. 008 (July 1, 2005): 19-34. https://izlik.org/JA76DT54NU.
JAMA
1.Öztürk A, Yeşilce Y. THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES. DPÜFBED. 2005;:19–34.
MLA
Öztürk, A.U., and Y. Yeşilce. “THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES”. Journal of Science and Technology of Dumlupınar University, no. 008, July 2005, pp. 19-34, https://izlik.org/JA76DT54NU.
Vancouver
1.A.U. Öztürk, Y. Yeşilce. THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES. DPÜFBED [Internet]. 2005 Jul. 1;(008):19-34. Available from: https://izlik.org/JA76DT54NU

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