1 |
Ashour, S.A. and Hanson, R.D. (1987), "Elastic seismic response of buildings with supplemental damping", Report UMCE 87-1, Department of Civil Engineering, The University of Michigan, Ann Arbor, Michigan.
|
2 |
ATC-40 (1996), Seismic Evaluation and Retrofit of Concrete Building, Applied Technology Council, Redwood City, CA.
|
3 |
Bommer, J.J., Elnashai, A.S. and Weir, A.G. (2000), "Compatible acceleration and displacement spectra for seismic design codes", Proceedings of the 12th World Conference on Earthquake Engineering.
|
4 |
Bommer, J. and Mendis, R. (2005), "Scaling of spectral displacement ordinates with damping ratios", Earthq. Eng. Struct. Dyn., 34(2), 145-165.
DOI
ScienceOn
|
5 |
Chao, X., Geoffrey, J. and Geoffrey, W. (2014), "Physical parameter identification of nonlinear baseisolated buildings using seismic response data", Comput. Struct., 145, 47-57.
DOI
|
6 |
El-Gazzar, S. (2013), "Simplified seismic analysis procedure for base isolated structures", MSc. Thesis, Struct. Eng. Department, Cairo University.
|
7 |
Fajfar, P. and Eeri, M. (2000), "A nonlinear analysis method for performance based seismic design", Earthq. Spectra, 16(3), 573-592.
DOI
|
8 |
FEMA 273 (1997), "NEHRP guidelines for the seismic rehabilitation of buildings", The Federal Emergency Management Agency, Washington, DC.
|
9 |
FEMA 356 (2000), "Prestandard and commentary for the seismic rehabilitation of buildings", The Federal Emergency Management Agency, 1801 Alexander Bell Drive, Reston, Virginia.
|
10 |
Hatzigeorgiou, G. (2010), "Damping modification factors for SDOF systems subjected to near-fault and artificial earthquakes", Earthq. Eng. Struct. Dyn., 39(11), 1239-1258.
DOI
ScienceOn
|
11 |
Iervolino, I., Galasso, C. and Cosenza, E. (2010), "REXEL: Computer aided record selection for code-based seismic structural analysis", Bull. Earthq. Eng., 8(2), 339-362.
DOI
|
12 |
Kawashima, K. and Aizawa, K. (1986), "Modification of earthquake response spectra with respect to damping ratio", Proceedings of the 3rd US National Conference on Earthquake Engineering, Charleston, SC.
|
13 |
Kelly, T. (2001), Base Isolation of Structures Design Guidelines, Holmes consulting group Ltd, Wellington, New Zealand.
|
14 |
Kilar, V. and Koren, D. (2008), "Usage of simplified N2 method for analysis of base isolated structures", The 14th World Conference on Earthquake Engineering, Beijing, China.
|
15 |
Kilar, V. and Koren, D. (2009), "Simplified inelastic seismic analysis of base isolated structures using the N2 method", Earthq. Eng. Struct. Dyn., 39(9), 967-989.
DOI
|
16 |
Lin, Y., Miranda, M. and Chang, K. (2005), "Evaluation of damping reduction factors for estimating elastic response of structures with high damping", Earthq. Eng. Struct. Dyn., 34(11), 1427-1443.
DOI
ScienceOn
|
17 |
Leblouba, M. (2012), "Response spectrum analysis for regular base isolated buildings subjected to near fault ground motions", Struct. Eng. Mech., 43(4), 527-543.
DOI
|
18 |
Lee, D.G., Hong, J.M. and Kim, J. (2001), "Vertical distribution of equivalent static loads for base isolated building structures", Eng. Struct., 23(10), 1293-1306.
DOI
|
19 |
Lin, Y. and Chang, K. (2003), "A study on damping reduction factor for buildings under earthquake ground motions", J. Struct. Eng., 129(2), 206-214.
DOI
ScienceOn
|
20 |
Ma, C., Zhang, Y., Zhao, Y., Tan, P. and Zhou, F. (2011), "Stochastic seismic response analysis of baseisolated high-rise buildings", Procedia Eng., 14, 2468-2474.
DOI
ScienceOn
|
21 |
Murat, D. and Srikanth, B. (2007), "Comprehensive evaluation of equivalent linear analysis method for seismic-isolated structures represented by SDOF systems", Eng. Struct., 29(8), 1653-1663.
DOI
ScienceOn
|
22 |
Naeim, F. and Kelly, J. (1999), Design of Seismic Isolated Structures from Theory to Practice, John Wiley & Sons, NY.
|
23 |
Newmark, N. and Hall, W. (1982), Earthquake Spectra and Design, EERI Monograph series, Earthquake engineering research institute, Oakland, CA.
|
24 |
Nicos, M. and Georgios, K. (2013), "The engineering merit of the effective period of bilinear isolation systems", Earthq. Struct., 4(4), 397-428.
DOI
ScienceOn
|
25 |
Palazzo, B. and Petti, L. (1996), "Reduction factors for base isolated structures", Comput. Struct., 60(6), 945-956.
DOI
|
26 |
Takewaki, I. (2011), Building Control with Passive Dampers: Optimal Performance-based Design for Earthquakes, John Wiley & Sons.
|
27 |
Priestley, M.J.N. and Grant, D.N. (2005), "Viscous damping for analysis and design", J. Earthq. Eng., Special Edition.
|
28 |
Ramirez, O., Constantinou, M., Kircher, C., Whittaker, A., Johnson, M., Gomez, J. and Chrysostomou, C. (2002), "Elastic and inelastic seismic response of buildings with damping systems", Earthq. Spectra, 18(3), 531-547.
DOI
ScienceOn
|
29 |
Sadek, F., Mohraz, B. and Riley, M. (2000), "Linear procedures for structures with velocity dependent dampers", J. Struct. Eng., ASCE, 126(8), 887-895.
DOI
|
30 |
Tao, L., Tobia, Z., Bruno, B. and Qilin, Z. (2014a), "Evaluation of equivalent linearization analysis methods for seismically isolated buildings characterized by SDOF systems", Eng. Struct., 59, 619-634.
DOI
|
31 |
Tao, L., Tobia, Z., Bruno, B. and Qilin, Z. (2014b), "An improved equivalent linear model of seismic isolation system with bilinear behavior", Eng. Struct., 61, 113-126.
DOI
|
32 |
Tobia, Z., Tao, L., Bruno, B. and Qilin, Z. (2014), "Improved equivalent viscous damping model for baseisolated structures with lead rubber bearings", Eng. Struct., 75, 340-352.
DOI
|
33 |
Tolis, S.V. and Faccioli, E. (1999), "Displacement design spectra", J. Earthq. Eng., 3(01), 107-125.
|
34 |
Varnavas, V. and Petros, K. (2013), "Assessing the effect of inherent nonlinearities in the analysis and design of a low-rise base isolated steel building", Earthq. Struct., 5 (5), 499-526.
DOI
|
35 |
Wu, J. and Hanson, R. (1989), "Inelastic response spectra with high damping", J. Struct. Div., ASCE, 115(6), 1412-1431.
DOI
|
36 |
Xing, C., Wang, H., Li, A. and Wu, J. (2012), "Design and experimental verification of a new multifunctional bridge seismic isolation bearing", J. Zhejiang University Science A, 13(12), 904-914.
|