1 |
Computers and structures (2006), SAP 2000 v11.01.
|
2 |
Bathe, K.J. (1996), Finite Element Procedures in Engineering Analysis, Prentice-Hall, Englewood Cliffs, New Jersey.
|
3 |
Bathe, K.J., Ramm, E. and Wilson, E.L. (1975), "Finite element formulations for large deformation dynamic analysis", Int. J. Numer. Meth. Eng., 9(2), 353-386.
DOI
ScienceOn
|
4 |
Barbieri, N., de Souza, O.H. and Barbieri, R. (2004a), "Dynamical analysis of transmission line cables. Part 1 - Linear theory", Mech. Syst. Signal Pr., 18(3), 659-669.
DOI
ScienceOn
|
5 |
Barbieri, N., de Souza, O.H. and Barbieri, R. (2004b), "Dynamical analysis of transmission line cables. Part 2 - Damping estimation", Mech. Syst. Signal Pr., 18(3), 671-681.
DOI
ScienceOn
|
6 |
Barbieri, N., de Souza, O.H. and Barbieri, R. (2008), "Dynamical analysis of transmission line cables. Part 3- Nonlinear theory", Mech. Syst. Signal Pr., 22(4), 992-1007.
DOI
ScienceOn
|
7 |
Chay, M.T., Wilson, R. and Albermani, F. (2008), "Gust occurrence in simulated non-stationary winds", J. Wind Eng. Ind. Aerod., 96(10-11), 2161–2172.
DOI
ScienceOn
|
8 |
Davenport, A.G. (1962), "Buffeting of a suspension bridge by storm winds", J. ASCE Struct. Div., 88 (3), 233-264.
|
9 |
Fujita, T.T. (1990), "Downbursts: meteorological features and wind field characteristics", J. Wind Eng. Ind. Aerod., 36(1), 75-86.
DOI
ScienceOn
|
10 |
Gattulli, V., Martinelli, L., Perotti, F. and Vestroni, F. (2007), "Dynamics of suspended cables under turbulence loading: reduced models of wind field and mechanical system", J. Wind Eng. Ind. Aerod., 95(3), 183-207.
DOI
ScienceOn
|
11 |
Gast, K.D. (2003), A comparison of extreme wind events as sampled in the 2002 Thunderstorm Outflow Experiment, Master's Thesis, Texas Tech University, Lubbock.
|
12 |
Gerges, R.R. and El Damatty, A.A. (2002), "Large displacement analysis of curved beams", Proceedings of the CSCE Conference, ST 100, Montreal, QC, Canada.
|
13 |
Hangan, H. and Kim, J. (2004), "Numerical simulation of downbursts", Proceedings of the ASCE Structural Congress, Nashville, Te, USA, June.
|
14 |
Hangan, H. and Kim, J. (2007), "Numerical simulations of impinging jets with application to downbursts", J. Wind Eng. Ind. Aerod., 95(4), 279–298.
DOI
ScienceOn
|
15 |
Holmes, J.D., Hangan, H.M., Schroeder, J.L., Letchford, C.W. and Orwig, K.D. (2008), "A forensic study of the Lubbock-Reese downdraft of 2002", Wind Struct., 11(2), 137-152.
DOI
|
16 |
Kim, J., Hangan, H. and Ho, T.C.E. (2007), "Downburst versus boundary layer induced loads for tall buildings", Wind Struct., 10(5), 481-494.
DOI
|
17 |
Koziey, B.L. and Mirza, F.A. (1994), "Consistent curved beam element", Comput. Struct., 51(6), 643-654.
DOI
ScienceOn
|
18 |
Kwon, D.K. and Kareem, A. (2009), "Gust-front factor: New framework for wind load effects on structures", J. Struct. Eng.-ASCE, 135(6), 717-732.
DOI
ScienceOn
|
19 |
Loredo-Souza, A.M. and Davenport, A.G. (1998), "The effects of high winds on transmission lines", J. Wind Eng. Ind. Aerod., 74-76, 987-994.
DOI
ScienceOn
|
20 |
Macdonald, J.H.G. (2002), "Separation of the contributions of aerodynamic and structural damping in vibrations of inclined cables", J. Wind Eng. Ind. Aerod., 90(1), 19-39.
DOI
ScienceOn
|
21 |
Mason, M.S., Wood, G.S. and Fletcher, D.F. (2009), "Numerical simulation of downburst winds", J. Wind Eng. Ind. Aerod., 97(11-12), 523–539.
DOI
ScienceOn
|
22 |
Manitoba Hydro Transmission and Civil Design Department (1999), Bipole 1 & 2 HVDC Transmission Line Wind Storm Failure on September 5, 1996 - Review of Emergency Response, Restoration and Design of These Lines, Manitoba Hydro, 98-L1/1-37010-06000, 54.
|
23 |
Oakes, D. (1971), "Nelson river HVDC transmission line towers", Proceedings of the Manitoba Power Conference EHV-DC, Winnipeg, Manitoba, Canada, June.
|
24 |
Orwig, K.D. and Schroeder, J.L. (2007), "Near-surface wind characteristics of extreme thunderstorm outflows", J. Wind Eng. Ind. Aerod., 95(7), 565-584.
DOI
ScienceOn
|
25 |
Shehata, A.Y., El Damatty, A.A. and Savory, E. (2005), "Finite element modelling of transmission line under downburst wind loading", Finite Elem. Anal. Des., 42(1), 71-89.
DOI
ScienceOn
|
26 |
Shehata, A.Y. and El Damatty, A.A. (2007), "Behaviour of guyed transmission line structures under downburst wind loading", Wind Struct., 10(3), 249-268.
DOI
|
27 |
Shehata, A.Y. and El Damatty, A.A. (2008), "Failure analysis of a transmission tower during a microburst", Wind Struct., 11(3), 193-208.
DOI
|
28 |
Shehata, A.Y., Nassef, A.O. and El Damatty, A.A. (2008), "A coupled finite element-optimization technique to determine critical microburst parameters for transmission towers", Finite Elem. Anal. Des., 45(1), 1-12.
DOI
ScienceOn
|
29 |
Wang, X., Lou, W., Li, H. and Chen, Y. (2009), "Wind-induced dynamic response of high-rise transmission tower under downburst wind load", J. Zhejiang Univ., 43(8), 1520-1525.
|