Strategies for construction hazard recognition


Case 1 results and analysis



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STRATEGIES FOR CONSTRUCTION HAZARD RECOGNITION
Case 1 results and analysis
The measured hazard recognition and communication levels overtime are shown in Figure 3 and the analysis results is presented in Table 3. For crew 1, model I was estimated by regressing the hazard recognition and communication index (HRC) on the three predictor variables (TD, and SC) as defined in Table 2, while model II was estimated by regressing on the level change


98 dummy variable (D) alone as indicated in the previous section. Then, the model comparison test statistics as shown in Equation 2 was used to select the most representative model. The obtained value of F (F
obt
= 12.9) was compared with the critical value of F (F
critical
= 3.682) using a liberal alpha level of 0.05 and the degree of freedom (df = 2,12). This comparison test clearly indicated that model I explained much more variation (r) than model II (r, implying that model I is more appropriate. For crews 2 and 3, the same methodology was followed and Model II was determined as being the apt model for each case. This implies that for crew 1, the results indicate both a level change and slope change in hazard recognition and communication performance. On the other hand, crew 2 and 3 indicated only a level change in hazard recognition and communication performance The Levene’s test for homoscedasticity of error variance and the Anderson-Darling test for normality of errors yielded a p-value above an alpha of 0.05 for each case. This indicated that the assumption of equality of variance and normality for error variance were reasonable. The
Durbin-Watson test statistics and the Huitema-McKean test for independence of errors revealed no evidence of autocorrelation implying the adequacy of the model as presented in Table 3 and that additional parameters for autocorrelation were unnecessary.


99

Figure 3: Results of Case 1- Multiple baseline study on modular construction project

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