AI SearchDynamic behavior of reinforced concrete members
Call Number: AIT Thesis no. ST-81-03 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. ST-81-03Publication details: Bangkok : Asian Institute of Technology, 1981Description: v, 57 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1981 Summary: A two-coefficient cubic equation load deflection model is developed based on the results of the quasi dynamic reversal loading tests. The test specimens used were bending failure governed cantilever type reinforced concrete beam-columns. The response of a single degree of freedom system subjected to triangulated wave base movements is analyzed with the cubic equation model and the other conventional model s such as the bi-linear, the tri-linear, Clough 's, and Takeda's models. The numerical results show that the cubic equation model is more realistic and practical than the other models mentioned above.
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A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering. School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 1981
A two-coefficient cubic equation load deflection model is developed based on the results of the quasi dynamic reversal loading tests. The test specimens used were bending failure governed cantilever type reinforced concrete beam-columns. The response of a single degree of freedom system subjected to triangulated wave base movements is analyzed with the cubic equation model and the other conventional model s such as the bi-linear, the tri-linear, Clough 's, and Takeda's models. The numerical results show that the cubic equation model is more realistic and practical than the other models mentioned above.
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