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Numerical Evaluation of Seismic and Hysteretic Behavior of High Strength Concrete Columns

عنوان مقاله: Numerical Evaluation of Seismic and Hysteretic Behavior of High Strength Concrete Columns
شناسه ملی مقاله: CESCM06_107
منتشر شده در دومین کنفرانس بین المللی و ششمین کنفرانس ملی زلزله و سازه در سال 1394
مشخصات نویسندگان مقاله:

Farzin Vahid Vahdattalab - Master of Science, Structural Engineering, Urmia University of Technology
Javad Mokari Rahmdel - PhD, Assistant Professor, Civil Engineering Department, Urmia University of Technology
Erfan Shafei - PhD, Assistant Professor, Civil Engineering Department, Urmia University of Technology

خلاصه مقاله:
Progress of design and construction technology of high-rise structures and essential need forhigh-strength materials to provide required seismic demand makes the role of high strengthconcrete (HSC) undeniable. Current study deals with the use of HSC in strength and ductilityestimation of reinforced concrete (RC) columns made with. In order to evaluate the seismicbehavior of the columns, cantilever models are subjected to monotonic and cyclic lateraldisplacements. Since the energy dissipation capacity and maximum drift ratio in a seismicresistantstructural member is more important, therefore use of columns with a ductileresponse is appropriate.

کلمات کلیدی:
Seismic Behavior, HSC, Column, Hysteretic Behavior, Axial Loading, Lateral Loading

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/407191/