References
- Bendsoe, M. P. (1989). "Optimal shape design as a material distribution problem." Structural Optimization, 1, pp. 193-202. https://doi.org/10.1007/BF01650949
- Bendsoe, M. P. (1995). Optimization of Structural Topology, Shape, and Material. Springer, Berlin, Heidelberg.
- Munro, D. (2004). "Swiss Re's Building, London." Nyheter Stalbyggnad, 3, pp. 36-43.
- Diaz, A. R. and Kikuchi, N. (1992). "Solutions to shape and topology eigenvalue optimization problems using a homogenization method." International Journal for Numerical Methods in Engineering, 35, pp. 1487-1502. https://doi.org/10.1002/nme.1620350707
- Edward, B. M., Shapour, A., Balakumar, B., James, D., Keith, H., and Gregory, W. (2000). An Engineer's Guide to MATLAB. Prentice Hall, Upper Saddle River, NJ.
- Genduso, B. (2004). Structural Redesign of a Perimeter Diagrid Lateral System. Senior Thesis, Architectural Engineering, Penn State University.
- Gerard, L. G. S. and Henk, A. V. (1996). "A Jacobi-Davidon Iteration Method for Linear Eigenvalue Problems." SIAM J. Matrix Anal. Appl., 17(2), pp. 401-425. https://doi.org/10.1137/S0895479894270427
- Haug, E. J., Choi, K. K., and Komkov, V. (1986). Design Sensitivity Analysis of Structural Systems. Academic Press, Orlando, New York.
- Krog, L. A. and Olhoff, N. (1999). "Optimum topology and reinforcement design of disk and plate structures with multiple stiffness and eigenfrequency objectives." Computers and Structures, 72, pp. 535-563. https://doi.org/10.1016/S0045-7949(98)00326-5
- Leonard, J. (2007). Investigation of Shear Lag Effect in High-rise Buildings with Diagrid System. MS.c Thesis, Massachusetts Institute of Technology.
- Moon, K. S., Conner, J. J., and Fernandez, J. E. (2007). "Diagrid structural systems for tall buildings: characteristics and methodology for preliminary design." The Structural Design of Tall and Special Buildings, 16(2), pp. 205-230. https://doi.org/10.1002/tal.311
- Neves, M. M., Rodrigues, H., and Guedes, J. M. (1995). "Generalized topology design of structures with a buckling load criterion." Structural Optimization, 10, pp. 71-78. https://doi.org/10.1007/BF01743533
- Pedersen, N. L. (2000). "Maximization of eigenvalues using topology optimization." Structural and Multidisciplinary Optimization, 20, pp. 2-11. https://doi.org/10.1007/s001580050130
- Rahimian, A. and Eilon, Y. (2006). "New York's Hearst Tower-A restoration, an adaptive reuse and a modern steel tower rolled into one." Structure Magazine, pp. 25-29.
- Sigmund, O. (2001). "A 99 topology optimization code written in Matlab." Structural and Multidisciplinary Optimization, 21, pp. 120-127. https://doi.org/10.1007/s001580050176
- Subramanian, G. and Subramanian, N. (1970). "Analysis of simply-supported uniform diagrids." Building Science, 4, pp. 209-215. https://doi.org/10.1016/0007-3628(70)90023-X
- Svanberg, K. (1987). "The method of moving asymptotes-a new method for structural optimization." International Journal for Numerical Methods in Engineering, 24, pp. 359-373. https://doi.org/10.1002/nme.1620240207
- Youn, S. K. and Park, S. H. (1997). "A Study on the shape extraction process in the structural topology optimization using homogenization material." Computers and Structures, 62(3), pp. 527-538. https://doi.org/10.1016/S0045-7949(96)00217-9