Abstract
Günümüz uluslararası yönetmelikler çelik ve çelikten mamul üzerine yüksek sıcaklığın etkilerini dikkate alan özel terimler ihtiva etmektedir. Çelik yapıların birleşimleri en önemli faktörlerdir. Bunlar yapıların yangına karşı davranışını belirlemektedir. Çelik yapı üzerindeki vida bağlantılarının davranışı sonlu farklarlar yöntemi ve ANSYS yazılımı kullanılarak incelenmiştir. Analiz sonuçları geçerli deney sonuçları ile karşılaştırılmış ve bu tür sorunlar için sayısal modellemeye uygun cevaplara ulaşılmıştır.
References
- Ahmed, Kishi N, Matsuoka K, Komuro M. “Nonlinear analysis on prying of top- and seat-angle connections”, Journal of Applied Mechanics 2001; 227-36.
- AISC, Manual of steel construction-Load and resistance factor design. Chicago (IL): American Institute of Steel Construction, 1995.
- ASTM- E 119 - 05a, Standard Test Methods for Fire Tests of Building Construction and Materials, 2003. Azizinamini, Monotonic response of semi-rigid steel beam to column connections, MS thesis, University of South Carolina, Columbia, 1982.
- Citipitioglu AM, Haj-Ali RM, Withe DW, “Refined 3D finite element modeling of partially restrained connections including slip”, Journal of Constructional Steel Research, 2002, 8:995-1013.
- ISO 834, Fire resistance tests - elements of building construction, 2002. Kishi N, Ahmed A, Yabuki N., “Nonlinear finite element analyses of top 50 and seat-angle with double webangle connections”, Journal of Structural Engineering and Mechanics 2001;12:201-14.
- Saedi Daeryan A., A Study on Behavior of Connections in Fire. MS thesis. Tehran (Iran): K.N. Toosi University; 2006
Abstract
Recent international regulations have special terms for considering high temperature effects on steel and steel made product. Steel structures junctions are most important factor that determines these structures behavior firing and its effect on screw connection of steel structures behavior is studied by using finite difference method and ANSYS software. Results are compared with valid experimental results which finally led to appropriate responses to numerical modeling for such issues.
References
- Ahmed, Kishi N, Matsuoka K, Komuro M. “Nonlinear analysis on prying of top- and seat-angle connections”, Journal of Applied Mechanics 2001; 227-36.
- AISC, Manual of steel construction-Load and resistance factor design. Chicago (IL): American Institute of Steel Construction, 1995.
- ASTM- E 119 - 05a, Standard Test Methods for Fire Tests of Building Construction and Materials, 2003. Azizinamini, Monotonic response of semi-rigid steel beam to column connections, MS thesis, University of South Carolina, Columbia, 1982.
- Citipitioglu AM, Haj-Ali RM, Withe DW, “Refined 3D finite element modeling of partially restrained connections including slip”, Journal of Constructional Steel Research, 2002, 8:995-1013.
- ISO 834, Fire resistance tests - elements of building construction, 2002. Kishi N, Ahmed A, Yabuki N., “Nonlinear finite element analyses of top 50 and seat-angle with double webangle connections”, Journal of Structural Engineering and Mechanics 2001;12:201-14.
- Saedi Daeryan A., A Study on Behavior of Connections in Fire. MS thesis. Tehran (Iran): K.N. Toosi University; 2006
Details
| Other ID | JA47DV33KM |
|---|---|
| Journal Section | Articles |
| Authors | |
| Publication Date | March 1, 2013 |
| Published in Issue | Year 2013 Volume: 28 Issue: 1 |