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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.60 No.2
- 발행연도
- 2016.1
- 수록면
- 251 - 269 (19page)
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초록· 키워드
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In common structural systems, there are some limitations to provide adequate lateral stiffness, high ductility, and architectural openings simultaneously. Consequently, the concept of T-Resisting Frame (TRF) has been introduced to improve the performance of structures. In this study, Configuration of TRF is a Vertical I-shaped Plate Girder (V.P.G) which is placed in the middle of the span and connected to side columns by two Horizontal Plate Girders (H.P.Gs) at each story level. System performance is improved by utilizing rigid connections in link beams (H.P.Gs). Plastic deformation leads to tension field action in H.P.Gs and causes energy dissipation in TRF; therefore, V.P.G. High plastic deformation in web of TRF’s members affects the ductility of system. Moreover, in order to prevent shear buckling in web of TRF’s members and improve overall performance of the system, appropriate criteria for placement of web stiffeners are presented in this study. In addition, an experimental study is conducted by applying cyclic loading and using finite element models. As a result, hysteresis curves indicate adequate lateral stiffness, stable hysteretic behavior, and high ductility factor of 6.73.
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참고문헌 (19)
참고문헌 신청
Ashtari, P. / 2010 / Evaluation of response modification factor of different shape of TBR / International Conference on Seismology
Ashtari, P. / 2009 / Seismic evaluation of new crucial beam-clumn lateral resistant system / 8th National Congress on Civil Engineering
Ashtari, P. / 2012 / Comparison of seismic responses of T Resistant Frame (TRF) with shear or bending yielding in link beams / 15th World Conference on Earthquake Engineering
Bahrampoor, H. / 2010 / Affect of easy-going steel concept on the behavior of diagonal eccentrically braced frames / J. Civil Eng 8(3):242~255
Bandehzadeh, M. / 2014 / T-Resisting Frame concept: headway towards seismic performance improvement of steel frames / J. Constr. Steel Res 104:193~205
Ashtari, P. / 2009 / Seismic evaluation of new crucial beam-clumn lateral resistant system / 8th National Congress on Civil Engineering
Ashtari, P. / 2012 / Comparison of seismic responses of T Resistant Frame (TRF) with shear or bending yielding in link beams / 15th World Conference on Earthquake Engineering
Bahrampoor, H. / 2010 / Affect of easy-going steel concept on the behavior of diagonal eccentrically braced frames / J. Civil Eng 8(3):242~255
Bandehzadeh, M. / 2014 / T-Resisting Frame concept: headway towards seismic performance improvement of steel frames / J. Constr. Steel Res 104:193~205
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