SavedAdd your journal

Journals / Çukurova Üniversitesi Mühendislik-Mimarlik Fakültesi Dergisi / 2005 / Cilt: 20 - Sayı: 1

Nonlineer esnek bağlantılı çerçevelerin analizi

Analysis of frames with nonlinear flexible connections

Orhan AKSOĞAN
S.Seren AKAVACI
HALİL GÖRGÜN
Pages
1–11
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Several examples are presented to demonstrate the validity of the analysis procedure.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:This work presents a computer-based analysis of semi-rigid steel frames.
📊
Key Findings & Data:The King-Chen [11] model has been adopted for modeling the semirigid connections.
💡
Conclusion & Impact:Several examples are presented to demonstrate the validity of the analysis procedure.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

This work presents a computer-based analysis of semi-rigid steel frames. The geometric nonlinearity of the structure and the material nonlinearity of the connections are considered in the analysis. First, the stiffness coefficients of members have been obtained. Then, the stiffness matrices of members with nonlinear flexible connections have been developed based on the analytical solution of the second-order analysis equations. The King-Chen [11] model has been adopted for modeling the semirigid connections. An incremental and iterative Newton-Raphson solution procedure has been used for the analysis. The critical load has been searched as a suitable load parameter for the loss of stability of the system. Several examples are presented to demonstrate the validity of the analysis procedure.

Özet

Bu çalışmada yarı rijit bağlı çelik çerçevelerin bilgisayar destekli analizi sunulmuştur. Analizde çerçevenin geometrik nonlineerliği ve bağlantıların malzeme nonlineerliği gözönüne alınmıştır. İlk olarak, çubukların rijitlik katsayıları elde edilmiştir. Daha sonra, nonlineer esnek bağlantılı elemanların rijitlik matrisleri ikinci mertebe analizi kullanılarak elde edilmiştir. Yarı rijit bağlantıların modellenmesinde King-Chen modeli' kullanılmıştır. Analizde Newton-Raphson iteratif çözüm yöntemi kullanılmıştır. Kritik yük, sistemin stabilitesinin kaybolması için gerekli uygun yük parametresi olarak araştırılmıştır. Analiz yönteminin doğruluğunu sınamak için çeşitli örnekler çözülmüştür.

🔖

Cite This Article

AKSOĞAN, O., AKAVACI, S., GÖRGÜN, H. (2005). Nonlineer esnek bağlantılı çerçevelerin analizi. Çukurova Üniversitesi Mühendislik-Mimarlik Fakültesi Dergisi, Cilt: 20 - Sayı: 1, 1–11. https://ajindex.com/articles/350457

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (2)

  1. Jones,S.W., Kirby.P.A. and Nethercot,D.A., "Columns with semi-rigid joints", J. of Struct. Div. ASCE, 108, 361-372, 1982. 2.Lightfoot,E. and Messurier,A.P., "Elastic analysis of frame-works with elastic connections", J. of Struct. Div. ASCE, 100, 1297-1309, 1979. 3.Kawashima,S. and Fujimoto,T., "Vibration analysis of frames with semi-rigid connections", Computers and Structures, 19, 85-92, 1984. 4.Ang,K.M. and Morris,G. A., "Analysis of three-dimensional frames with flexible beam-column connections", Can. J. CivilEng., 11, 241-254, 1984. 5.Romstad,K.M. and Subramanian,C.U., "Analysis of frames with partial connection rigidity", J. of Struct. Div. ASCE, 96 (STII), 2283-2300, 1970. 6.Moncarz,P.D. and Gerstle,K.H., "Steel frames with nonlinear connections", J. of Struct. Div. ASCE, 107 (ST8), 1427-1441, 1981. 7.Barakat,M. and Chen,W.F., "Practical analysis of semi-rigid frames", Eng. J. AISC,27 (2), 54-68, 1990. 8.Lui,E.M. and Chen,W.F., "Behavior of Braced and Unbraced Semi-Rigid Frames ", Int. J. of Solids and Structures, 24 (9), 893-913, 1987. 9.Monforton,G.R. and Wu,T.S., "Matrix Analysis of Semi-Rigidly Connected Frames", J. of Struct. Div. ASCE, ST6, 13-42, 1963. 10.Yu,C.H. and Shanmugam,N.E., " Stability of Frames with Semirigid Joints", Computers and Structures, 23 (5), 639-648, 1986. 11.King,W.S. and Chen,W.F., "LRFD Analysis for Semi-Rigid Frame Design", Eng. J. AISC, 30(4), 130-140, 1993. 12.Aksoğan,O., Oskouei,A.V. and Akavci,S.S., "The Nonlinear Analysis of Frames Composed of Flexibly Connected Members with Rigid End Sections ", 7. Prefabrication Symposium, XI-1-21,
  2. Istanbul, Turkey, 1993. 13.Sekulovic,M. and Salatic,R., "Nonlinear Analysis of Frames with Flexible Connections", Computers and Structures, Vol. 79, pp. 1097-1107, 2001.