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Full understanding of the bond characteristics of GFRP bars in ECC is important for this technology to be adopted in structural applications.
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It is suggested that multiple stirrups should be adopted in SRHC columns to provide full play to structural steel; in addition, more structural steel should be adopted when significant axial loads are applied to SRHC columns.
These relations have subsequently been adopted in the structural dynamics bearing model.
Therefore, the stiffness method is adopted in most structural analysis computer programs.
The experimental modes were then compared to the analytical modes estimated using finite element analysis to examine the correlation, and highly correlated modes were adopted in identifying structural parameters using a system identification method.
This apparent dynamic strength enhancement has been wrongly interpreted as strain-rate effect and has been adopted in both dynamic structural design and concrete-like material models for analytical and numerical simulations, which may lead to over-prediction on the dynamic strength of concrete-like materials.
In the proposed methodology, non-intrusive Gram Schmidt polynomial chaos expansion (GPCE) method is adopted in uncertainty propagation of structural uncertainty to dynamic analysis of composite structures, when the parameter uncertainties represented by fuzzy membership functions.
Recently diagrid structural system is adopted in tall buildings due to its structural efficiency and flexibility in architectural planning.
Such structures are adopted in aeronautical industry since they present both structural resistance and lightness.
The equivalent single degree of freedom model is adopted in order to conduct the structural analyses, while detailed finite element analyses are carried out for validation.
The steady state method has been adopted in order to derive the structural behavior of steel columns at specified temperatures directly.
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