NONLINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES INCLUDING MODELING OF JOINT AND BEAM-COLUMN ELEMENTS

سال انتشار: 1388
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 2,717

فایل این مقاله در 12 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

ICCD03_015

تاریخ نمایه سازی: 20 مهر 1387

چکیده مقاله:

In this paper a new method for nonlinear analysis of two dimensional reinforced concrete frames is proposed. In numerical modeling each frame is divided into two types of joint and beam-column elements. The effect of bond-slip has been considered in the formulation of beam-column element by removing perfect bond assumption from fiber method. Joint elements are formulated upon major behaviors including Pull-out of embedded longitudinal bars, shear and flexural deformation of joint panel and shear slip in interface section between joint and neighboring element. Four types of joint elements have been generated according to their position in the frame. Each element type has been modeled based on the major behaviors of that through the combination of one or more defined mechanisms and sub-elements. The reliability of the method has been assessed through the comparison of numerical and experimental results for a one bay two storey frame and a good agreement between experimental and analytical results is observed.

نویسندگان

S.SH Hashemi

PhD Student, Dept. of Civil Engg., Tarbiat Modares University, Tehran

A.A Tasnimi

Associate professor, Dept. of Civil Engg., Tarbiat Modares University, Tehran, Iran.

M Soltani

Assistant professor, Dept. of Civil Engg., Tarbiat Modares University, Tehran, Iran.

مراجع و منابع این مقاله:

لیست زیر مراجع و منابع استفاده شده در این مقاله را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود مقاله لینک شده اند :
  • Park, R., Kent, D.C. and Sampton, R.A., Reinforced concrete members ...
  • Giuffre, A. and Pinto, P.E., Il C O mportamento del ...
  • Menegoto, M. and Pinto, P., Method of analysis for cyclically ...
  • Eligehausen, R., Popov, E. and Bertero, V., Local bond stress-slip ...
  • Okamura, H. and Maekava, K., Nonlinear analysis and constitutive model ...
  • Gan, Y., Bond stress and slip modeling in nonlinear finite ...
  • Clough, R.W., Benuska, K.L. and Wilson, E.L., Inelastic earthquake response ...
  • Spacone, E., Filippou, F.C. and Taucer, F.F., Fibre beam-column model ...
  • «ه» _ 248 _ Nonlinear Analysis of Reinforced Concrete... ...
  • Limkatanyu, S. and Spacone, E., Reinforced concrete frame element with ...
  • Otani, S., Inelastic Analysis of RC Frame Structures, Journal of ...
  • Alath, S. and Kunnath, S.K., Modeling inelastic shear deformation in ...
  • Lowes, L.N., Mitra, N. and Altoontash, A., A beam-column joint ...
  • Scott, B.D., Park, R. and Priestley, M.J.N., Stress-strain behavior of ...
  • Gilbert, R. and Warner, R., Tension stiffening in reinforced concrete ...
  • Walraven, J.C., Fundamental analysis of aggregate interlock. Journal of the ...
  • Anderson, M., Lehman, D. and Stanton, J., A cyclic shear ...
  • Bathe, K.J., Finite element procedures, Prentice Hall international, New Jersey, ...
  • Vecchio, F.J. and Emara, M.B., Shear deformations in reinforced concrete ...
  • Comite Euro International du Beton, CEB-FIP Model Code for Concrete ...
  • نمایش کامل مراجع