Kazuhiro Taniwaki
- Optimum Design Of Truss By Dual Approach And Element Suboptimization. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 350 (octobre 1984). (1984):
- Optimization of Cable Arrangement and Element Sizes of Steel Cable-Stayed Bridges. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 428 (avril 1991). (1991):
- Optimal Earthquake-resistant Design Of Truss Structures Considering Configuration, Material And Sizing Variables. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 570 (juillet 1997). (1997):
- Optimum Design Method For Nonlinear Frame Structures With Box Sections Based On Energy Principles. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 668 (janvier 2001). (2001):
- Total Optimal Synthesis Method for Truss Structures Subject to Static and Frequency Constraints. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 10, n. 1 (janvier 1995). (1995):
- Application of new damage indicator-based sequential law for remaining fatigue life estimation of railway bridges. Dans: Journal of Constructional Steel Research, v. 64, n. 2 (février 2008). (2008):
- Optimum Design System for Steel Cable-Stayed Bridges Dealing with Shape, Sizing Variables and Cable Prestresses. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 7, n. 3 (mai 1992). (1992):