In this paper using a 3DOFs analytical model an approximate hand-method is presented for dynamic analysis of skewed highway bridges with continuous rigid deck.
For ease of diagnosis from a model, an approximate version of the universal expression is explored and illustrated for a forced/dissipative equatorial basin mode simulated by a single-layer oceanic model that includes both mid-latitude RWs and equatorial waves.
The Caram and Hsu model, an approximate model, gives a fairly good description of the trend of bubble size and the superficial gas velocities with time when the change in bubble boundary (defined by the gas voidage) with injection rate is taken into account.
As the variance component was no longer statistically significant in this model, an approximate homogeneity of the intra-class correlations was present, i.e., the residuals of the meta-regression analysis almost only varied due to sampling error (the desired final result of a meta-analysis).
Our findings agree with those of [ 8, 9] who compared a full multitrait model, an approximate two-step procedure applied to YD and a combination of single trait models.
Since the size of state-space n is not large for this Markov model, an approximate complexity evaluation by using big O notation might be too general in this case.
