1 |
Adhikari, S. and Bhattacharya, S. (2011), "Vibration of windturbines considering soil-structure interaction", Wind Struct., 14(2), 85-112.
DOI
|
2 |
ASCE/SEI Standard 7-10 (2010), Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers; Reston, VA, USA.
|
3 |
Dobry, R. and Gazetas, G. (1988), "Simple method for dynamic stiffness and damping of floating pile groups", Geotechnique, 38(4), 557-574.
DOI
|
4 |
Galsworthy, J.K. and El Naggar, M.H. (2000), "Effect of foundation flexibility on the cross-wind response of R/C chimneys with free standing liners", Can. Geotech. J., 37(3), 676-688.
DOI
|
5 |
Gazetas, G., Fan, K., Kaynia, A. and Kausel, E. (1991), "Dynamic interaction factors for floating pile groups", J. Geotech. Eng., 117(10), 1531-1548.
DOI
|
6 |
GB 50009-2012 (2012), Load Code for the Design of Building Structures, China Architecture and Building Press; Beijing, China.
|
7 |
Gorski, P. and Chmielewski, T. (2008), "A comparative study of along and cross-wind responses of a tall chimney with and without flexibility of soil", Wind & Structures An International Journal, 11(2), 121-135.
DOI
|
8 |
Halabian, A.M., El Naggar, M.H. and Vickery, B.J. (2003), "Reliability analysis of wind response of flexibly supported tall structures", Struct. Des. Tall Spec., 12(1), 1-20.
DOI
|
9 |
Howell J.F. (1978), "Soil-structure interaction under wind loading", Ph.D. Dissertation, Western University of Ontario, London.
|
10 |
Irwin, P.A. (2009), "Wind engineering challenges of the new generation of super-tall buildings", J. Wind Eng. Ind. Aerod., 97(7), 328-334.
DOI
|
11 |
Makris, M., Gezetas, G. and Delis, E. (1996), "Dynamic soil-pile foundation-structure interaction: records and predictions", Geotechnique, 46(1), 33-50.
DOI
|
12 |
Javan, M.H., Haghshenas, S.S., Javan, M.H. and Jalilvand, P. (2014), "Investigation of the effect of mass super structure in reaction single micropile under dynamic loading", Geotech. Special Publication, 240(2014), 425-432.
|
13 |
Jayalekshmi, B.R., Jisha, S.V. and Shivashankar R. (2015), "Wind load analysis of tall chimneys with piled raft foundation considering the flexibility of soil", Int. J. Adv. Struct. Eng., 7(2), 95-115.
DOI
|
14 |
Jisha, S.V., Jayalekshmi, B.R. and Shivashankar, R. (2013), "Evaluation of the effect of soil-structure interaction on the raft of tall reinforced concrete chimneys under across wind load", Proceedings of the 8th Asia-Pacific Conference on Wind Engineering, Chennai, India, December.
|
15 |
Liu, M.Y., Chiang, W.L., Hwang, J.H. and Chu, C.R. (2008), "Wind-induced vibration of high-rise building with tuned mass damper including soil-structure interaction", J. Wind Eng. Ind. Aerod., 96(6-7), 1092-1102.
DOI
|
16 |
Lin, Y.K. and Wu, W.F. (1984), "Along-wind motion of building on compliant soil", J. Eng. Mech., 110(1), 1-19.
DOI
|
17 |
El Naggar, M.H. and Novak, M. (1994), "Nonlinear lateral interaction in pile dynamics", J. Geotech. Eng., 14(4), 678-696.
|
18 |
Novak, M. (1974a), "Dynamic stiffness and damping of piles", Can. Geotech. J., 11(4), 574-598.
DOI
|
19 |
Novak, M. and Howell, J.F. (1977), "Torsional vibrations of pile foundations", J. Geotech. Eng. Div., 103, 271-285.
|
20 |
Novak, M. and Sharnouby, B.E. (1983), "Stiffness constants of single piles", J. Geotech. Eng., 109(7), 961-974.
DOI
|
21 |
Viladkar, M.N., Bhargava, P. and Godbole, P.N. (2006), "Static soil-structure interaction response of hyperbolic cooling towers to symmetrical wind loads", Eng. Struct., 28(9), 1236-1251.
DOI
|
22 |
Novak, M. and Hifnawy, L.E. (1988), "Structural response to wind with soil-structure interaction", J. Wind Eng. Ind. Aerod., 28(1), 329-338.
DOI
|
23 |
Rong, X.N., Xu, R.Q., Wang, H.Y. and Feng, S.Y. (2017), "Analytical solution for natural frequency of monopole supported wind turbine towers", Wind Struct., 25(5), 459-474.
DOI
|
24 |
Shirzadeh, R., Devriendt, C., Bidakhvidi, M.A. and Guillaume, P. (2013), "Experimental and computational damping estimation of an offshore wind turbine on a monopile foundation", J. Wind Eng. Ind. Aerod., 120(120), 96-106.
DOI
|
25 |
Sinha, A. and Hanna, A.M. (2017) "3D numerical model for piled raft foundation", Int. J. Geomech., 17(2), 04016055.
DOI
|
26 |
Venanzi, I., Salciarini D. and Tamagnini C. (2014), "The effect of soil-foundation-structure interaction on the wind-induced response of tall buildings", Eng. Struct., 79(4), 117-130.
DOI
|
27 |
Wolf, J.P. (1985), Dynamic Soil-structure Interaction, Prentice-Hall, Inc., Englewood Cliffs, NJ, USA.
|
28 |
Xu, Y. L. and Kwok, K.C.S. (1992), "Wind-induced response of soil-structure-damper systems", J. Wind Eng. Ind. Aerod., 43(1-3), 2057-2068.
DOI
|
29 |
Novak, M. (1974b), "Effect of soil on structural response to wind and earthquake", Earthq. Eng. Struct. D., 3(1), 79-96.
DOI
|