1 |
Abdel-Ghaffar, A.M. and Stringfellow, R.G. (1984), "Response of suspension bridges to travelling earthquake excitations, Part I-II", Soil Dyn. Earthq. Eng., 3, 62-81
DOI
ScienceOn
|
2 |
Akkose, M., Adanur, S., Bayraktar, A. and Dumanoglu, A.A. (2007), "Stochastic seismic response of Keban Dam by finite element method", Appl. Math. Comput., 184, 704-714
DOI
ScienceOn
|
3 |
Ali, H.M. and Abdel-Ghaffar, A.M. (1994), "Seismic energy dissipation for cable-stayed bridges using passive devices", Earthq. Eng. Struct. Dyn., 23, 877-893
DOI
ScienceOn
|
4 |
Ates, S., Bayraktar, A. and Dumanoglu, A.A. (2006), "The effect of spatially varying earthquake ground motions on the stochastic response of bridges isolated with friction pendulum systems", Soil Dyn. Earthq. Eng., 26, 31-44
DOI
ScienceOn
|
5 |
Ates, S., Dumanoglu, A.A. and Bayraktar, A. (2005), "Stochastic response of seismically isolated highway bridges with friction pendulum systems to spatially varying earthquake ground motions", Eng. Struct., 27, 1843-1858
DOI
ScienceOn
|
6 |
Betti, R., Abdel-Ghaffar, A.M. and Niazy, A.S. (1993), "Kinematic soil-structure interaction for long-span cablesupported bridges", Earthq. Eng. Struct. Dyn., 22, 415-430
DOI
ScienceOn
|
7 |
Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, 2nd ed. Singapore: McGraw Hill, Inc
|
8 |
Constantinou, M.C. (2004), "Friction pendulum double concave bearing", NEES Report, available at: http://nees.buffalo.edu/dec304/FP-DC%20Report-DEMO.pdf
|
9 |
Constantinou, M.C. and Papageorgiou, A.S. (1990), "Stochastic response of practical sliding isolation systems", Probabilist. Eng. Mech., 5, 27-34
DOI
ScienceOn
|
10 |
Der Kiureghian, A. (1980), "Probabilistic modal combination for earthquake loading", in: Proceeding of Seventh World Conference on Earthquake Engineering, Istanbul, 729-736
|
11 |
Der Kiureghian, A. (1996), "A coherency model for spatially varying ground motions", Earthq. Eng. Struct. Dyn., 25, 99-111
DOI
|
12 |
Der Kiureghian, A. and Neuenhofer, A. (1991), "A response spectrum method for multiple-support seismic excitations", In: Report No. UCB/EERC-91/08. Berkeley (CA): Earthquake Engineering Research Center, College of Engineering, University of California
|
13 |
Dumanoglu, A.A. and Sever, R.T. (1990), "Stochastic response of suspension bridges to earthquake forces", Earthq. Eng. Struct. Dyn., 19, 133-152
DOI
|
14 |
Dumanoglu, A.A. and Soyluk, K. (2002), "SVEM: A stochastic structural analysis program for spatially varying earthquake motions", Turkish Earthquake Foundation, TDV/KT 023-76
|
15 |
Fenz, D.M. and Constantinou, M.C. (2006), "Behaviour of double concave Friction Pendulum bearing", Earthq. Eng. Struct. Dyn., 35, 1403-1424
DOI
ScienceOn
|
16 |
Fleming, J.F. and Egeseli, E.A. (1980), "Dynamic behaviour of a cable-stayed bridge", Earthq. Eng. Struct. Dyn., 8, 1-16
DOI
|
17 |
Harichandran, R.S., Hawwari, A. and Sweidan, B.N. (1996), "Response of long-span bridges to spatially varying ground motion", J. Struct. Eng., 122, 476-484
DOI
|
18 |
Garevski, M., Dumanoglu, A.A. and Severn, R.T. (1988), "Dynamic characteristics and seismic behaviour of Jindo Bridge, South Korea", Struct. Eng. Rev., 1, 141-149
|
19 |
Harichandran, R.S. and Vanmarcke, E.H. (1986), "Stochastic variation of earthquake ground motion in space and time", J. Eng. Mech., 112, 154-174
DOI
ScienceOn
|
20 |
Harichandran, R.S. and Wang, W. (1988), "Response of one- and two-span beams to spatially varying seismic excitation", In: Report to the National Science Foundation MSU-ENGR-88-002. Michigan (MI): Department of Civil and Environmental Engineering, College of Engineering, Michigan State University
|
21 |
Hyakuda, T., Saito, K., Matsushita, T., Tanaka, N., Yoneki, S., Yasuda, M., Miyazaki, M., Suzuki, A. and Sawada, T. (2001), "The structural design and earthquake observation of a seismic isolation building using Friction Pendulum system", Proceedings, 7th International Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, Assisi, Italy
|
22 |
Jangid, R.S. and Banerji, P. (1998), "Effect of isolation damping on stochastic response of structures with nonlinear base isolators", Earthq. Spectra., 14, 95-114
DOI
ScienceOn
|
23 |
Jung, H. and Park, K. (2004), "Spencer Jr BF, Lee I. Hybrid seismic protection of cablestayed bridges", Earthq. Eng. Struct. Dyn., 33, 795-820
DOI
ScienceOn
|
24 |
Lou, L. and Zerva, A. (2005), "Effects of spatially variable ground motions on the seismic response of a skewed, multi-span, RC highway bridge", Soil Dyn. Earthq. Eng., 25, 729-740
DOI
ScienceOn
|
25 |
Nazmy, A.S. and Abdel-Ghaffar, A.M. (1990), "Non-linear earthquake-response analysis of long-span cablestayed bridges: Applications", Earthq. Eng. Struct. Dyn., 19, 63-76
DOI
|
26 |
Morris, N.F. (1974), "Dynamic analysis of cable-stiffened structures", J. Struct. Eng. Div., ASCE, 100, 971-981
|
27 |
Nakamura, Y., Der Kiureghian, A. and Liu, D. (1993), "Multiple-support response spectrum analysis of the Golden Gate Bridge", In: Report No. UCB/EERC-93/05. Berkeley (CA): Earthquake Engineering Research Center, College of Engineering, University of California
|
28 |
Nazmy, A.S. and Abdel-Ghaffar, A.M. (1987), "Seismic response analysis of cable stayed bridges subjected to uniform and multiple-support excitations", In: Report No. 87-SM-1. Princeton (NJ): Department of Civil Engineering, Princeton University
|
29 |
Nazmy, A.S. and Abdel-Ghaffar, A.M. (1990), "Non-linear earthquake-response analysis of long-span cablestayed bridges: Theory", Earthq. Eng. Struct. Dyn., 19, 45-62
DOI
|
30 |
Nazmy, A.S. and Abdel-Ghaffar, A.M. (1992), "Effects of ground motion spatial variability on the response of cable-stayed bridges", Earthq. Eng. Struct. Dyn., 21, 1-20
DOI
|
31 |
Perotti, F. (1990), "Structural response to nonstationary multiple-support random excitation", Earthq. Eng. Struct. Dyn., 19, 513-527
DOI
|
32 |
Soneji, B.B. and Jangid, R.S. (2006), "Effectiveness of seismic isolation for cable-stayed bridges", Int. J. Struct. Stab. Dyn., 6, 1-20
DOI
|
33 |
Soneji, B.B. and Jangid, R.S. (2006), "Seismic control of cable-stayed bridge using semi-active hybrid system", Bridge Struct., 2, 45-60
DOI
ScienceOn
|
34 |
Tsai, C.S., Chen, W.S., Chiang, T.C. and Chen, B.J. (2006), "Component and shaking table tests for full-scale multiple friction pendulum system", Earthq. Eng. Struct. Dyn., 35, 1653-1675
DOI
ScienceOn
|
35 |
Soneji, B.B. and Jangid, R.S. (2007), "Passive hybrid systems for earthquake protection of cable-stayed bridge", Eng. Struct., 29, 57-70
DOI
ScienceOn
|
36 |
Soyluk, K. and Dumanoglu, A.A. (2004), "Spatial variability effects of ground motions on cable-stayed bridges", Soil Dyn. Earthq. Eng., 24, 241-250
DOI
ScienceOn
|
37 |
Soyluk, K., Dumanoglu, A.A. and Tuna, M.E. (2004), "Random vibration and deterministic analyses of cablestayed bridges to asynchronous ground motion", Struct. Eng. Mech., 18, 231-246
ScienceOn
|
38 |
Wesolowsky, M.J. and Wilson, J.C. (2003), "Seismic isolation of cable-stayed bridges for near-field ground motions", Earthq. Eng. Struct. Dyn., 32, 2107-2126
DOI
ScienceOn
|
39 |
Zayas, V.A., Low, S.S., Mahin, S.A. and Bozzo, L. (1989), "Feasibility and performance studies on improving the earthquake resistance of new existing building using the friction pendulum system", In: Report No. UCB/EERC 89-09. Berkeley (CA): Earthquake Engineering and Research Center, College of Engineering, University of California
|
40 |
Zembaty, Z. and Rutenberg, A. (1998), "On the sensitivity of bridge seismic response with local soil amplification", Earthq. Eng. Struct. Dyn., 27, 1095-1099
DOI
ScienceOn
|
41 |
Zerva, A. (1991), "Effect of spatial variability and propagation of seismic ground motions on the response of multiply supported structures", Probabilist. Eng. Mech., 6, 212-221
DOI
ScienceOn
|