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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.69 No.3
- 발행연도
- 2019.1
- 수록면
- 243 - 255 (13page)
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Utilization of fiber beam-column element has gained considerable attention in recent years due mainly to its ability to model distributed plasticity over the length of the element through a number of integration points. However, the relatively high sensitivity of the method to modeling parameters as well as material behavior models can pose a significant challenge. Residual drift is one of the seismic demands which is highly sensitive to modeling parameters and material behavior models. Permanent deformations play a prominent role in the post-earthquake evaluation of serviceability of bridges affected by a near-fault ground shaking. In this research, the influence of distributed plasticity modeling parameters using both force-based and displacement-based fiber elements in the prediction of internal forces obtained from the nonlinear static analysis is studied. Having chosen suitable type and size of elements and number of integration points, the authors take the next step by investigating the influence of material behavioral model employed for the prediction of permanent deformations in the nonlinear dynamic analysis. The result shows that the choice of element type and size, number of integration points, modification of cyclic concrete behavior model and reloading strain of concrete significantly influence the fidelity of fiber element method for the prediction of permanent deformations.
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참고문헌 (34)
참고문헌 신청
Alemdar, B. N. / 2005 / Displacement, flexibility, and mixed beam-column finite element formulations for distributed plasticity analysis / J. Struct. Eng 131(12):1811~1819
Alemdar, V. Z. / 2013 / High-resolution modeling of reinforced concrete bridge columns under seismic loading / ACI Struct. J 110(5):745~754
Ansari, M. / 2018 / Evaluation of seismic performance of mid-rise reinforced concrete frames subjected to far-field and near-field ground motions / Earthq. Struct 15(5):453~462
Ansari, M. / 2017 / On Estimation of seismic residual displacements in reinforced concrete single-column bridges through force-displacement method / Int. J. Civil Eng 15(4):473~486
Bahadori, A. / 2016 / Seismic evaluation of I-shaped beam to box-column connection with top and seat plates by the component method / SHARIF : Civil Eng 322(21):129~138
Alemdar, V. Z. / 2013 / High-resolution modeling of reinforced concrete bridge columns under seismic loading / ACI Struct. J 110(5):745~754
Ansari, M. / 2018 / Evaluation of seismic performance of mid-rise reinforced concrete frames subjected to far-field and near-field ground motions / Earthq. Struct 15(5):453~462
Ansari, M. / 2017 / On Estimation of seismic residual displacements in reinforced concrete single-column bridges through force-displacement method / Int. J. Civil Eng 15(4):473~486
Bahadori, A. / 2016 / Seismic evaluation of I-shaped beam to box-column connection with top and seat plates by the component method / SHARIF : Civil Eng 322(21):129~138
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