1 |
Aldawod, M., Samali, B., Naghdy, F., & Kwok, K. C. S. (2001). Active control of along wind response of tall building using a fuzzy controller. Engineering Structures, 23, 1512-1522.
DOI
|
2 |
Chung, L. L., Wu, L. Y., Yang, C. S. W., Lien, K. H., Lin, M. C., & Huang, H. H. (2013). Optimal design formulas for viscous tuned mass dampers in wind-excited structures. Structural Control and Health Monitoring, 20, 320-336.
DOI
|
3 |
Deb, K., Pratap, A., Agrawal, S., & Meyarivan, T. (2002). A fast elitist non-dominated sorting genetic algorithm for multi-objective optimization: NSGA-II. IEEE Transactions on Evolutionary Computation, 6(2), 182-197.
DOI
|
4 |
IBC. (2012). International Building Code, International Code Consortium.
|
5 |
Forster and partners. (2017). http://www.fosterandpartners.com/media/2477018/img11-1.jpg, May 17, 2017.
|
6 |
Garcia, D. L., & Soong, T. T. (2002). Efficiency of a simple approach for the design of optimal damper configurations in MDOF structures. In Proceedings of the third world conference on structural control, Como, Italy (pp. 431-436).
|
7 |
Gasparini, D. A., & Vanmarcke, E. H. (1976). SIMQKE: User's manual and documentation. Cambridge: Dept. of Civil Eng, Massachusetts Institute of Technology.
|
8 |
Kaimal, J. C., Wyngaard, J. C., Izumi, Y., & Cote, O. R. (1972). Spectral characteristics of surface-layer turbulence. Quarterly Journal of the Royal Meteorological Society, 98, 563-589.
DOI
|
9 |
Kim, H. S., & Kang, J. W. (2012). Semi-active fuzzy control of a windexcited tall building using multi-objective genetic algorithm. Engineering Structures, 41, 242-257.
DOI
|
10 |
Koo, J. H., Setareh, M., & Murray, T. M. (2004). In search of suitable control methods for semi-active tuned vibration absorbers. Journal of Vibration and Control, 10, 163-174.
DOI
|
11 |
Michalewicz, Z. (1994). Genetic algorithm + data structures = evolution programs, AI series. New York: Springer.
|
12 |
Moon, K. S., Connor, J. J., & 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, 205-230.
DOI
|
13 |
Dyrbye, C., & Hansen, S. O. (1997). Wind loads on structures. New York: Wiley.
|
14 |
Park, K. S., & Koh, H. M. (2004). Preference-based optimum design of an integrated structural control system using genetic algorithms. Advances in Engineering Software, 35, 85-94.
DOI
|
15 |
Zhou, Y., Kijewski, T., & Kareem, A. (2003). Aerodynamic loads on tall buildings: An interactive database. Journal of Structural Engineering, ASCE, 129(3), 394-404.
DOI
|
16 |
Park, K. S., Koh, H. M., & Hahm, D. (2004). Integrated optimum design of viscoelastically damped structural systems. Engineering Structures, 26, 581-591.
DOI
|
17 |
Sues, R. H., Mau, S. T., & Wen, Y. K. (1988). System identification of degrading hysteretic restoring forces. Journal of Engineering Mechanics, ASCE, 114(5), 833-846.
DOI
|
18 |
Wittig, L. E., & Sinha, A. K. (1975). Simulation of multicorrelated random processes using the FFT algorithm. The Journal of the Acoustical Society of America, 58(3), 630-633.
DOI
|
19 |
Zhang, R. H., & Soong, T. T. (1992). Seismic design of viscoelastic dampers for structural applications. Journal of Structural Engineering, 118(5), 1375-1392.
DOI
|