Numerical nonlinear analysis of composite shear walls usingfiber element method

Publish Year: 1392
نوع سند: مقاله کنفرانسی
زبان: English
View: 928

This Paper With 9 Page And PDF Format Ready To Download

  • Certificate
  • من نویسنده این مقاله هستم

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

شناسه ملی سند علمی:

ISAV03_092

تاریخ نمایه سازی: 29 تیر 1393

Abstract:

The use of common reinforced concrete shear walls in high rise buildings is sometimeslimited because of the large amount of reinforcement localized at the end of the element. Agood alternative solution in avoiding this disadvantage is to use composite steel reinforcedconcrete shear walls (CSRCW) with steel encased profiles. This solution used for high risebuildings, offers to designers lateral stiffness, shear capacity and high bending resistingmoment of the structural walls with even better behavior in cyclic loads like earthquakeloading. This study consist of numerical analysis of 1:3 scale of composite shear wallelements. The aim of this study is to introduce a time-saving and precise method, called fiber element method, for analyzing the walls and to verify the nonlinear behavior of a kind of CSRCWs with three different steel shape encased profiles and a common type of CSRW, then comparing them with each other. To establish the accuracy of the analytical model and experimental results for load-displacement, hysteretic responses are studied for cyclic loading. The OpenSees software is used for modelling the discussed shear walls

Authors

Amir Hooshang Akhaveissy

Assistant Professor, Dept. of Civil Eng., Faculty Eng., RaziUniversity

Kambiz Daneshvar

MS Student, Dept. of Civil Eng., Faculty Eng., RaziUniversity

Milad Veisi

MS Student, Dept. of Civil Eng., Faculty Eng., University of Guilan

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper 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 Paper لینک شده اند :
  • Dan D, Fabian A, Stoian V. "Nonlinear behavior of composite ...
  • Liao FY, Han LH, Tao Z. "Experimental behavior of RC ...
  • Saari WK, Hajar FJ, Schultz AE, Shield CK. Behavior of ...
  • Ji X, Qian J, Jiang Z. Seismic behavior of steel ...
  • Hossain AKM, Wright HD. Experimental and theoretical behavior of composite ...
  • Astaneh AA. Steel plate shear walls. In: Proceedings, US-Japan partnership ...
  • Astaneh AA. Seismic behaviour and design of composite steel plate ...
  • EN 1998-1. Eurocode 8: Design of structures for earthquake resistance. ...
  • EN 1992-1-1. Eurocode 2: Design of concrete structures, part 1-1, ...
  • _ _ _ _ ference _ Aconnstics _ Vihration (ISAV7)1 ...
  • EN 1994-1-1. Eurocode 4: Design of composite steel and concrete ...
  • _ Belmouden Y, Lestuzzi P. Analytical model for predicting nonlinear ...
  • Waugh, J., Aaleti, S., Sritharan, S., Zhao, J. (2009). "Nonlinear ...
  • Hidalgo PA, Jordan RM, Martinez MP An analytical model to ...
  • Mazars J, Davenne L, Kotronis P, Ragueneau F, Gasaux G. ...
  • Zhao J. and S. Sritharan. 2005. NONL INEAR ANALYSIS OF ...
  • Zhao J, Sritharan S. Modelling of strain penetration effects in ...
  • Melo J, Fernandes C, Varuma H. Review article Numerical modelling ...
  • نمایش کامل مراجع