Infill Modelling Influence on Dynamic Identification and Model Updating of Reinforced Concrete Framed Buildings

Table 10

Values assumed by the target function H for models with equivalent struts defined using literature proposals and comparison with results obtained from the numerical model with a constant value of ratio equal to 0.24.

Authors (year)	Function H evaluated without vibrating mode contribution	Function H evaluated with vibrating mode contribution
Holmes (1961) [32]	0.021	0.064
Stafford Smith (1967) [14]	0.022	0.069
Mainstone (1971) [33]	0.043	0.089
Mainstone (1974) [34]	0.046	0.095
Bazan and Meli (1980) [16]	0.010	0.058
Hendry (1981) [17]	0.037	0.073
Tassios (1984) [37]	0.029	0.098
Te-Chang and Kwok-Hung (1984) [38]	0.013	0.060
Decanini and Fantin (1987) [39] uncracked panels	0.019	0.091
Decanini and Fantin (1987) [39] cracked panels	0.014	0.086
Paulay and Priestley (1992) [18]	0.014	0.053
Durrani and Luo (1994) [19]	0.014	0.056
Cavaleri et al. (2005) [1] and Amato et al. (2008) [20]	0.017	0.059
Numerical model with  = 0.24	0.013	0.052