Araştırma Makalesi
BibTex RIS Kaynak Göster

FARKLI BAGLANTI TiPLERi iLE YARi-RiJiT ÇERÇEVELERİN STATiK ANALİZİ

Yıl 2005, Sayı: 008, 19 - 34, 15.07.2005

A.U. Öztürk Y. Yeşilce

Öz

Bu cahsmada, bir bilgisayar prograrru kullarnlarak elastik mesnetlenrnis cercevelerin analizi yapilrrusur. Baglanti esnekligi, dogrusal elastik donel ve yanal yayiar ile modellenmistir. Ayrn geometri ve kesit alaruna sahip bes farkli yay kombinasyonu icin statik analiz yapilrrustir. iki kath, on farkli cercevenin: tepki karakteristikleri, dugurn noktalanrun donme ve depiasmanianna bagh olarak karsrlasnnlrmsnr. Calisma, yay katsayilan azalirken: baglantrlann donrne ve deplasmanlarmm, artngiru isaret etmektedir.

Anahtar Kelimeler

Celik Cerceve Statik Analiz Yan-Rijit

Kaynakça

  • [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] E. M. Lui and A. Lopes, Dynamic analysis and response of semi rigid frames, Journal of Engineering Structures. 19 (1997), 644-654.
  • [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] S. E. Kim and S.H.Choi, Practical advanced analysis for semirigid space frames, Journal of Solids and Structures. 38 (2001), 9111-9131.
  • [5] M. Kattner and M. Crisinel, Finite element modeling of semirigid composite joints, Journal of Computers & Str uctures. 78 (2000),341-353.
  • [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] 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] J. C. Awkar and E. M. Lui, Seismic analysis and response of multistory semi-rigid frames, Journal of Engineering Structures. 30 (1997), 425-441.
  • [9] R. Salatic and M. Sekilovic, Nonlinear analysis of frames with flexible connections, Computers and Structures. 79 (2001), 1097-1107.
  • [10] W. F. Chen, Y. Goto and R. Liew, Stability design of semi rigid frames, Wiley, New York (1993).
  • [11] A. U. Ozturk, Dynamic analysis of semi-rigid connected frames, Dokuz EyIuI University, Ms.Thesis. Izmir (2000).
  • [12] R. K. LivesIey, Matrix Methods of Structural Analysis, Pergamon Press. Great Britain (1975).
  • [13] Matlab User's Guide: Matlab 6.5 (2002).

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

Yıl 2005, Sayı: 008, 19 - 34, 15.07.2005

A.U. Öztürk Y. Yeşilce

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] 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] E. M. Lui and A. Lopes, Dynamic analysis and response of semi rigid frames, Journal of Engineering Structures. 19 (1997), 644-654.
  • [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] S. E. Kim and S.H.Choi, Practical advanced analysis for semirigid space frames, Journal of Solids and Structures. 38 (2001), 9111-9131.
  • [5] M. Kattner and M. Crisinel, Finite element modeling of semirigid composite joints, Journal of Computers & Str uctures. 78 (2000),341-353.
  • [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] 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] J. C. Awkar and E. M. Lui, Seismic analysis and response of multistory semi-rigid frames, Journal of Engineering Structures. 30 (1997), 425-441.
  • [9] R. Salatic and M. Sekilovic, Nonlinear analysis of frames with flexible connections, Computers and Structures. 79 (2001), 1097-1107.
  • [10] W. F. Chen, Y. Goto and R. Liew, Stability design of semi rigid frames, Wiley, New York (1993).
  • [11] A. U. Ozturk, Dynamic analysis of semi-rigid connected frames, Dokuz EyIuI University, Ms.Thesis. Izmir (2000).
  • [12] R. K. LivesIey, Matrix Methods of Structural Analysis, Pergamon Press. Great Britain (1975).
  • [13] Matlab User's Guide: Matlab 6.5 (2002).
Toplam 13 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği
Bölüm Makaleler
Yazarlar

A.U. Öztürk Bu kişi benim

Y. Yeşilce

Yayımlanma Tarihi 15 Temmuz 2005
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.
 Kapak Resmi İndir

HAZİRAN 2020'den itibaren Journal of Scientific Reports-A adı altında ingilizce olarak yayın hayatına devam edecektir.