Modeling of hysteretic shear-flexure hinges for dynamic analysis of 2-D reinforced concrete beams and columns
Ozcebe's Hysteresis Rule and Xu-Zhang's Hysteretic Shear and Flexure equations are implemented for reinforced concrete (RC) frame analys is without shear walls under seismic loading. The modeling of the strength degradation of the RC element is relevant for seismic design or analys is. Cur...
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| 格式: | Thesis |
| 語言: | English |
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