The general behavior of a new post-tensioned steel connection via an innovative steel solid node

سال انتشار: 1394
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 654

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شناسه ملی سند علمی:

CRSTCONF01_238

تاریخ نمایه سازی: 27 اسفند 1394

چکیده مقاله:

As an alternative to weld connections, some researchers proposed use of post-tensioned connections. In the same line, the present paper introduces an innovative connection comprising of high strength cables and top and seat rigid steel segments in the shape of quadrants on the beam flanges that provide the required stiffness, strength and ductility. Amongst the advantages of this connection, one can refer to its self-centering capability, lack of residual deformations, and high energy dissipation capacity. Analysis of buildings at the scale of structures is more of an applied nature than that of members and reveals far more about the behavior of the building. Thus, the present research makes an attempt to analyze the behavior of an innovative connection at the scale of structure based on connection scale analysis and verification

نویسندگان

Ali Jahangiri

Researcher in Shakhes Pajouh Research Institute, University of Isfahan, Esfahan 81745-138,

Farhad Behnamfar

Associate Professor, Department of Civil Engineering, Isfahan University of Technology, researcher in Shakhes Pajouh Research Institute, Esfahan 8415683111,

Kiachehr Behfarnia

Associate Professor, Department of Civil Engineering, Isfahan University of Technology, researcher in Shakhes Pajouh Research Institute, Esfahan 8415683111,

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  • J. Shen and A.Astaneh-Asl, "Hysteretic behavior of bolted-angle connections, " ...
  • Ricles, J., Sause, R., Garlock, M, and Zhao, C. _ ...
  • Christopoulos, C., Filiatrault, A., Uang, C.M., Folz, B., 2002. Post-Tensioned ...
  • Rojas, P., Ricles, J.M., Sause, R., 2005. Seismic Performance of ...
  • [S] Morgen, B. and Kurama, Y., _ Cast-Steel Friction Damper ...
  • Wolski, M., Ricles, J.M., Sause, R. Seismic Resistant Self-Centering Steel ...
  • Swensen, S., 2007. Design of Self-Centering Moment Resisting Frame and ...
  • Lopez-Barraza A., Bojorquez E., Sonia E. Ruiz, Reyes-Salazar A. Reduction ...
  • Jahangiri A., 2012. The New Post-tensioned and clamped steel solid ...
  • Garlock, M., Sause, R., and Ricles, J. (2007). "Behavior and ...
  • ABAQUS Manuals 6.8, Dassault Systems Simulia Corp. Providence, RI , ...
  • AISC. Steel Construction Manual, 3rd Edition. American Institute of Steel ...
  • AISC. Seismic Provisions for Structural Steel Buildings, American Institute of ...
  • ATC, Seismic Evaluation and Retrofit of Concrete Building, Vol.1, ATC40 ...
  • Aiken I, Nims D, Whittaker A, Kelly J. Testing of ...
  • نمایش کامل مراجع