Araştırma Makalesi

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

Sayı: 008 15 Temmuz 2005
PDF İndir
TR EN

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

Öz

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.

Kaynakça

  1. [1] S. S. Lee and T. S. Moon, Moment-rotation model of semi-rigid connections with angles, Journal of Computers & Structures. 24 (2002),227-237.
  2. [2] E. M. Lui and A. Lopes, Dynamic analysis and response of semi rigid frames, Journal of Engineering Structures. 19 (1997), 644-654.
  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.
  8. [8] J. C. Awkar and E. M. Lui, Seismic analysis and response of multistory semi-rigid frames, Journal of Engineering Structures. 30 (1997), 425-441.

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

A.U. Öztürk * Bu kişi benim

Yayımlanma Tarihi

15 Temmuz 2005

Gönderilme Tarihi

15 Nisan 2005

Kabul Tarihi

15 Nisan 2006

Yayımlandığı Sayı

Yıl 2005 Sayı: 008

Kaynak Göster

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. JSR-A. 2005;(008):19-34. https://izlik.org/JA76DT54NU
Chicago
Öztürk, A.U., ve Y. Yeşilce. 2005. “THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES”. Journal of Science and Technology of Dumlupınar University, sy 008: 19-34. https://izlik.org/JA76DT54NU.
EndNote
Öztürk A, Yeşilce Y (01 Temmuz 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 ve Y. Yeşilce, “THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES”, JSR-A, sy 008, ss. 19–34, Tem. 2005, [çevrimiçi]. Erişim adresi: 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 (01 Temmuz 2005): 19-34. https://izlik.org/JA76DT54NU.
JAMA
1.Öztürk A, Yeşilce Y. THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES. JSR-A. 2005;:19–34.
MLA
Öztürk, A.U., ve Y. Yeşilce. “THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES”. Journal of Science and Technology of Dumlupınar University, sy 008, Temmuz 2005, ss. 19-34, https://izlik.org/JA76DT54NU.
Vancouver
1.A.U. Öztürk, Y. Yeşilce. THE STATICAL ANALYSIS OF SEMI-RIGID FRAMES BY DIFFERENT CONNECTION TYPES. JSR-A [Internet]. 01 Temmuz 2005;(008):19-34. Erişim adresi: https://izlik.org/JA76DT54NU