• 沒有找到結果。

is the identity matrix. Table 7 presents the indirect influence matrix ID for the factors

Table 7: Indirect influence matrix ID for the factors

Factors US OB PM DM Sum

Step D4: Deriving total influence matrix

The total influence matrix T is defined as follows:

T = +D ID (4)

Table 8 presents the total influence matrix for the factors. Additionally, suppose di denotes the row sum of the i-th row of matrix T. Then d can represent the sum of direct and indirect i influences of factor i on the other factors. If rj denotes the column sum of the j-th column of matrix T, then rj indicates the sum of direct and indirect influences that factor j has received from the other factors. Furthermore, when j = i, di+ri provides an index of the strength of influences given and received. If di-ri is positive, then factor i influences other factors more than it is influenced. Conversely, if di-ri is negative, then factor i is influenced by other factors (Tzeng et al., 2007). Table 9 shows the results of d+r and d-r for the factors.

Table 8: Total influence matrix T for the factors

Factors US OB PM DM Sum

27th International Symposium on Automation and Robotics in Construction (ISARC 2010)

Table 9: Degree of total influence for the factors

Factors

Sum of columns (d)

Sum of rows (r)

Sum of (columns + rows) (d+r)

Sum of (columns – rows) (d-r) 1. US 13.654 12.795 26.449 0.859 2. OB 13.700 12.302 26.002 1.398 3. PM 12.154 13.474 25.627 -1.320 4. DM 12.164 13.101 25.266 -0.937

Step D5: Obtaining the influence-relations map

An influence-relations map can be developed using the values of d+r and d-r to be the x axis and y axis, respectively. Figure 2 presents the IR map for the case project. Additionally, a net influence matrix N can also be calculated as follows:

ij ij ji

N=nt = −t t (7) For example, based on the total influence matrix T for the factors (Table 8), the net influence of the OB factor on the US factor is calculated to be 0.137 (=3.468-3.331).

Figure 2: Influence-relations map of the factors

Integration of SIA and DEMATEL

Figure 3 integrates the evaluation results of applying the SIA and DEMATEL methods. The left of the figure (SIA) shows that the “organization’s decision makings and budget constraints (OB)” factor has a positive value of importance (i.e., a high influence on the performance of design duration) and a negative value of satisfaction (i.e., unfavorable performance of design duration). That is, the performance of the OB factor requires to be improved immediately. Management then should trace which factor dominates the OB factor from the right of the figure (DEMATEL). The DEMATAL suggests that improving the performance of the OB factor must improve itself because the performance of the OB factor is only dominated by itself.

27th International Symposium on Automation and Robotics in Construction (ISARC 2010)

Figure 3: Integration of SIA and DEMATEL for the factors

Tracing to the second-level sub-factors

The next step is to further find out which sub-factors under the OB factor are the most influential factors that cause the design delays. Using the similar steps of SIA and DEMATEL methods, the results found that sub-factors OB1 (DM’s decision makings) and OB2 (DM’s supervision ability) need to be improved immediately under the OB factor.

Figure 4 displays the IR map for the sub-factors under the OB factor.

Figure 4: IR map for the sub-factors under the OB factor

CONCLUSIONS

Based on a real design project, this work proposes a methodology to support analyze and solve design delay problems. In the case study, the SIA analysis indicates that the OB factor is the key delay factor. Additionally, suggested by the DEMATEL analysis, improving the performance of the OB factor is to improve itself. Next, using the similar steps of SIA and DEMATEL, the results found that the OB1 and OB2 sub-factors of the OB1 factor must be improved immediately. Top management of the case project appreciates the application results. Future research is to computerize the proposed methodology for expediting the

-2 -1.5 -1 -0.5 0 0.5 1 1.5

Standardized satisfaction value (SS) 1. User needs and

specification requirements (US) 2. Organization’s

decision makings and

budget constraints (OB) 3. Project control and review management

(PM)

4. Design execution and interface management (DM) 4. Design exe.

& interface manage. (DM)

3. Project control and review management (PM) 2. Organization’s decision makings

and budget constraints (OB)

1. User needs and Budget availability

(OB3)

DM’s supervision ability

(OB2) DM’s decision-makings (OB1)

-3 -2.5 -2 -1.5 -1 -0.5 0 0.5 1 DM’s supervision

ability (OB2)

DM’s resource allocation (OB4) DM’s

decision-makings (OB1)

Budget availability (OB3)

27th International Symposium on Automation and Robotics in Construction (ISARC 2010)

evaluations such that proper actions can be taken in time for supporting design duration management.

ACKNOWLEDGEMENT

The authors would like to thank the National Science Council of Taiwan for financially supporting this research under Contract No. NSC98-2221-E-009-169. Those respondents and experts involved in the case study are appreciated for their collaboration.

REFERENCES

Austin, S., Baldwin, A., Li, B., and Waskett, P. (2000) Analytical design planning technique (ADePT): a dependency structure matrix tool to schedule the building design process.

Construction Management and Economics, 18, 173-182.

Gabus, A., and Fontela, E. (1973) Perceptions of the world problematique: communication procedure, communicating with those bearing collective responsibility. DEMATEL Report No. 1, Geneva, Switzerland, Battelle Geneva Research Center.

Hegazy, T., Zaneldin, E., and Grierson, D. (2001) Improving design coordination for building projects. I: information model. Journal of Construction Engineering and Management, ASCE, 127(4), 322-329.

Li, C. W. (2009) A Structure Evaluation Model for Technology Policies and Programs, PhD Dissertation, Institute of Management of Technology, National Chiao Tung University, Taiwan.

Lin, C. L., and Tzeng, G. H. (2009) A value-created system of science (technology) park by using DEMATEL. Expert Systems with Applications, 36 (6), 9683-9697.

Luh, P. B., Liu, F., and Moser, B. (1999) Scheduling of design projects with uncertain number of iterations. European Journal of Operational Research, 113, 575-592.

Peng, C. (1994) Exploring communication in collaborative design: cooperative architectural modelling. Design Studies, 15, 19-44.

Sanvido, V. E., and Norton, K. J. (1994) Integrated design-process model. Journal of Management in Engineering, 10(5), 55-62.

Tzeng, G. H., Chiang, C. H., and Li, C. W. (2007) Evaluating intertwined effects in e-learning programs: a novel hybrid MCDM model based on factor analysis and DEMATEL.

Expert Systems with Applications, 32 (4), 1028-1044.

Wang, W. C., Liu, J. J., and Liao, T. S. (2006) Modeling of design iterations through simulation. Automation in Construction, 15(5), 589-603.

Wu, W. W., and Lee, Y. T. (2007) Developing global managers' competencies using the fuzzy DEMATEL method. Expert Systems with Applications, 32 (2):499-507.

無研發成果推廣資料

相關文件