1 |
Khanduri, A.C. (1998), "Stathopoulos T, Bedard C.Wind-induced interference effects on buildings-A review of the state-of-the-art", Eng. Struct., 20(7), 617-630.
DOI
|
2 |
Kim, W., Tamura, Y. and Yoshida, A. (2011), "Interference effects on local peak pressures between two buildings", Wind Eng. Ind. Aerodyn., 99, 584-600
DOI
|
3 |
Lam, K.M., Leung, M.Y.H. and Zhao, J.G. (2008), "Interference effects on wind loading of a row of closely spaced tall buildings", Wind Eng. Ind. Aerodyn., 96, 562-583
DOI
|
4 |
Li, H. and Sumner, D. (2009), "Vortex shedding from two finite circular cylinders in a staggered configuration", Fluid. Struct., 25, 479-505.
DOI
|
5 |
Liang, S.G., Zou, L.H., Wang, D.H. and Huang, G.Q. (2014), "Analysis of three dimensional equivalent static wind loads of symmetric high-rise buildings based on wind tunnel tests", Wind Struct., 19(5), 563-583.
|
6 |
Lim, J., Bienkiewicz, B. and Richards, E. (2011), "Modeling of structural coupling for assessment of modal properties of twin tall buildings with a skybridge", J. Wind Eng. Indus. Aerodyn., 99(5), 615-623.
DOI
|
7 |
Simiu, E. (1976), "Equivalent static wind loads for tall building design", Struct. Div., ASCE, 102(4), 719-37.
|
8 |
Simiu, E. and Scanlan, R.H. (1996), Wind effects on structures: Fundamentals and applications to design, 3rd Edition, New York: John Wiley & Sons, Inc.
|
9 |
Solari, G. and Kareem, A. (1998), "On the formulation of ASCE 7-95 gust effect factor", Wind Eng. Ind. Aerodyn., 77-78, 673-84.
DOI
|
10 |
Song, J. and Tse, K.T. (2014), "Dynamic characteristics of wind-excited linked twin buildings based on a 3-dimensional analytical model", Eng. Struct., 79(79), 169-181.
DOI
|
11 |
Song, J., Tse, K.T., Tamura, Y. and Kareem, A. (2016), "Aerodynamics of closely spaced buildings: With application to linked buildings", J. Wind Eng. Indus. Aerodyn., 149, 1-16.
DOI
|
12 |
Tanaka, H., Tamura, Y., Ohtake, K., Nakai, M. and Kim, Y.C. (2012), "Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations", J. Wind Eng. Indus. Aerodyn., 107-108(8), 179-191.
DOI
|
13 |
Tse, K.T. and Song, J. (2015), "Modal analysis of a linked cantilever flexible building system", J. Struct. Eng., 141. 0415008.
|
14 |
Xie, Z. and Gu, M. (2004), "Mean interference effects among tall buildings", Eng. Struct., 26, 1173-1183.
DOI
|
15 |
Xie, Z.N. and Gu, M. (2007), "Simplified formulas for evaluation of wind-induced interference effects among three tall building", Wind Eng. Ind. Aerodyn., 95, 31-52.
DOI
|
16 |
Zhao, J.G. and Lam, K.M. (2008), "Interference effects in a group of tall buildings closely arranged in an Lor T- shape pattern", Wind Struct., 11(1), 1-18
DOI
|
17 |
Zhou, X., Huang, P., Gu, M. and Mi, F. (2011), "Wind loads and responses of two neighboring dry coal sheds", Adv. Struct. Eng., 14(2), 207-221.
DOI
|
18 |
Zhou, Y. and Kareem, A. (2001), "Gust loading factor: New model", Struct. Eng., 127(2), 168-175.
DOI
|
19 |
Bailey P.A. and Kwok K.C.S. (1985), "Interference excitation of twin tall buildings", Wind Eng. Ind. Aerodyn., 21, 323-338.
DOI
|
20 |
Chen, X. and Kareem, A. (2005), "Dynamic wind effects on buildings with threedimensional coupled modes: Application of high frequency force balance measurements", Eng. Mech., 131(11), 1115-25.
DOI
|
21 |
Davenport, A.G. (1967), "Gust loading factors", Struct. Div., ASCE, 93(3), 11-34.
|
22 |
GB50009-2012 (2012), Load code for the design of building structures, The Ministry of Structure of the People's Republic of China, Beijing. (in Chinese)
|
23 |
Holmes, J.D. (2002), "Effective static load distributions in wind engineering", Wind Eng. Ind. Aerodyn., 90, 91-109.
DOI
|
24 |
Huang, G.Q. and Chen, X.Z. (2007), "Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements", Eng. Struct., 29, 2641-2653
DOI
|
25 |
Kareem, A. (1981), "Wind-excited response of buildings in higher modes", Struct. Div., ASCE, 107(4), 701-706.
|
26 |
Kareem, A. and Zhou, Y. (2003), "Gust loading factor: Past, present, and future", Wind Eng. Ind. Aerodyn., 91(12-15), 1301-28.
DOI
|
27 |
Kasperski, M. (1992), "Extreme wind load distributions for linear and nonlinear design", Eng. Struct., 14, 27-34.
DOI
|
28 |
Kasperski, M. and Niemann, H.J. (1992), "The LRC (load-response correlation) method: a general method of estimating unfavorable wind load distributions for linear and nonlinear structural behavior", Wind Eng. Ind. Aerodyn., 43, 1753-1763.
DOI
|
29 |
Katsumura, A., Tamura, Y. and Nakamura, O. (2007), "Universal wind load distribution simultaneously reproducing largest load effects in all subject members on large-span cantilevered roof", Wind Eng. Ind. Aerodyn., 95, 1145-1165.
DOI
|