1 |
Becker, T.C. and Mahin, S.A. (2012), "Experimental and analytical study of the bi-directional behavior of the triple friction pendulum isolator", Earthq. Eng. Struct. D., 41, 355-373.
DOI
|
2 |
Fenz, D. and Constantinou, M.C. (2008b), "Modeling triple friction pendulum bearings for response history analysis", Earthq. Spectra, 24, 1011-1028.
DOI
|
3 |
Galal, K. and Naemi, M. (2008), "Effect of soil conditions on the response of reinforced concrete tall structures to near-fault earthquakes", Struct. Des. Tall Spec., 17, 541-562.
DOI
|
4 |
Ghahari, S.F. and Khaloo, A.R. (2013), "Considering rupture directivity effects, which structures should be named 'Long-Period Buildings'?", Struct. Des. Tall Spec., 22, 165-178.
DOI
|
5 |
Hall, J.F., Heaton, T.H., Halling, M.W. and Wald, D.J. (1995), "Near-source ground motion and its effects on flexible buildings", Earthq. Spectra, 11(4), 569-605.
DOI
|
6 |
Becker, T.C. and Mahin, S.A. (2013), "Approximating peak responses in seismically isolated buildings using generalized modal analysis", Earthq. Eng. Struct. D., 42, 1807-1825.
DOI
|
7 |
Bertero, V., Mahin, S. and Herrera, R. (1978), "Aseismic design implications of near-fault San Fernando earthquake records", Earthq. Eng. Struct. D., 6(1), 31-42.
DOI
|
8 |
Dao, N.D., Ryan, K.L., Sao, E. and Sasaki, T. (2013), "Predicting the displacement of triple pendulum bearings in a full-scale shaking experiment using a three-dimensional element", Earthq. Eng. Struct. D., 42, 1677-1695.
DOI
|
9 |
De la Llera JC, Almazan JL. (2003) "An Experimental Study of Nominally Symmetric and Asymmetric Structures Isolated with the FPS", Earthquake Engineering and Structural Dynamics 32: 891-918.
DOI
|
10 |
De la Llera, J.C. and Chopra, A.K. (1994), "Accidental torsion in buildings due to base rotational excitation", Earthq. Eng. Struct. D., 23, 1003-1021.
DOI
|
11 |
Dicleli, M. (2007), "Supplemental elastic stiffness to reduce isolator displacements for seismic-isolated bridges in near-fault zones", Eng. Struct., 29, 763-775.
DOI
|
12 |
Dicleli, M. and Buddaram, S. (2007), "Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect", Eng. Struct., 29, 21-32.
DOI
|
13 |
Fallahian, M., Khosnoudian, F. and Loghman, V. (2015), "Torsionally seismic behavior of triple concave friction pendulum bearing ", Adv. Struct. Eng., Accepted in Press.
|
14 |
Fenz, D. and Constantinou, M.C. (2008a), "Mechanical behavior of multi-spherical sliding bearings", Technical Report No. MCEER-08/0007, State University of New York at Buffalo, Buffalo. New York, USA.
|
15 |
Kalkan, E. and Kunnath, S.K. (2006), "Effects of fling step and forward directivity on seismic response of buildings", Earthq. Spectra, 22, 367-390.
DOI
|
16 |
Jangid, R.S. (2005), "Optimum friction pendulum system for near-fault motions", Eng. Struct., 27, 349-359.
DOI
|
17 |
Jangid, R.S. and Datta, T.K. (1995), "Performance of base isolation systems for asymmetric building subjected to random excitation", Eng. Struct., 17(6), 443-454.
DOI
|
18 |
Jangid, R.S. and Kelly, J.M. (2001), "Base isolation for near-fault motions", Earthq. Eng. Struct. D., 30, 691-707.
DOI
|
19 |
Khoshnoudian, F. and Ahmadi, E. (2013), "Effects of pulse period of near-field ground motions on the seismic demands of soil-MDOF structure systems using mathematical pulse models", Earthq. Eng. Struct. D., 42(11), 1565-1582.
DOI
|
20 |
Khoshnoudian, F. and Azizi, N. (2007), "Nonlinear response of a torsionally coupled base-isolated structure", Proceedings of the ICE - Structures and Buildings, 160, 207-219.
|
21 |
Krawinkler, H. and Alavi, B. (1998), "Development of an improved design procedure for near-fault ground motions", SMIP 98 seminar on utilization of strong motion data, Oakland, CA.
|
22 |
Khoshnoudian, F. and Imani Azad, A. (2011), "Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures", Struct. Des. Tall Spec., 20, 986-1018.
DOI
|
23 |
Khoshnoudian, F. and Motamedi, D. (2013), "Seismic response of asymmetric steel isolated structures considering vertical component of earthquakes", J. Civil Eng. - KSCE, 17(6), 1333-1347.
DOI
|
24 |
Khoshnoudian, F. and Rabiei, M. (2010), "Seismic response of double concave friction pendulum base-isolated structures considering vertical component of earthquake", Adv. Struct. Eng., 13(1), 1-13.
DOI
|
25 |
Khoshnoudian, F. and Rezai Haghdoost, V. (2009), "Responses of pure-friction sliding structures to three components of earthquake excitation considering variations in the coefficient of friction", Scientia Iranica, Transaction A: Civil Engineering, 16(6), 429-442.
|
26 |
Kilar, V. and Koren, D. (2009), "Seismic behaviour of asymmetric base isolated structures with various distributions of isolators", Eng. Struct., 31, 910-921.
DOI
|
27 |
Loghman, V. and Khoshnoudian, F. (2015), "Comparison of seismic behavior of long period SDOF systems mounted on friction isolators under near-field earthquakes", Smart Struct. Syst., Accepted in Press.
|
28 |
Masaeli, H., Khoshnoudian, F. and Hadikhan Tehrani, M. (2014), "Rocking isolation of nonductile moderately tall buildings subjected to bidirectional near-fault ground motions", Eng. Struct., 80, 298-315.
DOI
|
29 |
Morgan, T. and Mahin, S.A. (2010), "Achieving reliable seismic performance enhancement using multi-stage friction pendulum isolators", Earthq. Eng. Struct. D., 39, 1443-1461.
DOI
|
30 |
Morgan, T.A. and Mahin, S.A. (2011), "The Use of Base Isolation Systems to Achieve Complex Seismic Performance Objectives", Report No. PEER-2011/06, Pacific Earthquake Engineering Research Center (PEER), Berkeley, CA, USA.
|
31 |
Panchal, V.R. and Jangid, R.S. (2008), "Variable friction pendulum system for near-fault ground motions", Struct. Control Health Monit., 15, 568-584.
DOI
|
32 |
Ryan, K.L. and Chopra, A.K. (2006), "Estimating bearing response in symmetric and asymmetric-plan isolated buildings with rocking and torsion", Earthq. Eng. Struct. D., 35, 1009-1036.
DOI
|
33 |
Picazo, Y., Lopez, O.D. and Esteva, L. (2015), "Seismic reliability analysis of buildings with torsional eccentricities", Earthq. Eng. Struct. D., 44, 1219-1234.
DOI
|
34 |
Rabiei, M. and Khoshnoudian, F. (2011), "Response of multi-story friction pendulum base-isolated buildings including the vertical component of earthquake", Canadian J. Civil Eng., 38, 1045-1059.
DOI
|
35 |
Rabiei, M. and Khoshnoudian, F. (2013), "Seismic response of elevated liquid storage tanks using double concave friction pendulum bearings with tri-linear behavior", Adv. Struct. Eng., 16(2), 315-338.
DOI
|
36 |
Sarlis, A.A. and Constantinou, M.C. (2013), "Model of Triple Friction Pendulum Bearing for General Geometric and Frictional Parameters and for Uplift Conditions" Report No. MCEER-13-0010, State University of New York at Buffalo, Buffalo. New York, USA.
|
37 |
Sasani, M. and Bertero, V. (2000), "Importance of severe pulse-type ground motion in performance-based engineering: Historical and critical review", Proceedings of the 12th world conference on earthquake engineering, New Zealand, Paper No.8.
|
38 |
Siringurino, D.M. and Fujino, Y. (2015), "Seismic response analyses of an asymmetric base-isolated building during the 2011 Great East Japan (Tohoku) earthquake", Struct. Control Health Monit., 22, 71-90.
DOI
|
39 |
Tajammolian, H., Khoshnoudian, F., Talaei, S. and Loghman, V. (2014), "The effects of peak ground velocity of near-field ground motions on the seismic responses of base-isolated structures mounted on friction bearings", Earthq. Struct., 7(6), 1259-1282.
DOI
|
40 |
Tajammolian, H., Khoshnoudian, F. and Partovi Mehr, N. (2016), "Seismic responses of isolated structures with mass asymmetry mounted on TCFP subjected to near-fault ground motions", Int. J. Civil Eng., DOI 10.1007/s40999-016-0047-9.
DOI
|
41 |
Zayas, V.A., Low, S.S. and Mahin, S.A. (1987), "The SFP Earthquake Resisting System: Experimental Report", Report No. UCB/EERC-87/01, Earthquake Engineering Research Center, University of California Berkeley, Berkeley, CA, USA.
|
42 |
Tena-Colunga, A. and Escamilla-Cruz, J. (2007), "Torsional amplifications in asymmetric base isolated structures", Eng. Struct., 29(2), 237-247.
DOI
|
43 |
Tena-Colunga, A. and Gomez-Soberon, L. (2002), "Torsional response of base isolated structures due to asymmetries in the superstructure", Eng. Struct., 24, 1587-1599.
DOI
|
44 |
Tena-Colunga, A. and Zambrana-Rojas, C. (2006), "Dynamic torsion amplifications in asymmetric base isolated structures with an eccentric isolation system", Eng. Struct., 28(3), 72-83.
DOI
|
45 |
Zayas, V.A., Low, S.S., Bozzo, L. and Mahin, S.A. (1989), "Feasibility and Performance Studies on Improving the Earthquake Resistance of New and Existing Buildings Using the Friction Pendulum System", Report No. UCB/EERC-89/09, Earthquake Engineering Research Center, University of California Berkeley, Berkeley, CA, USA.
|
46 |
Zhang, J. and Tang, Y. (2009), "Dimensional analysis of structures with translating and rocking foundations under near-fault ground motions", Soil Dyn. Earthq. Eng., 29, 1330-1346.
DOI
|
47 |
Akkar, S., Yazgan, U. and Gulkan, P. (2005), "Drift estimates in frame buildings subjected to near-fault ground motions", J. Struct. Eng. -ASCE, 131(7), 1014-1024.
DOI
|
48 |
Agrawal, A.K. and He, W.L. (2002), "A closed-form approximation of near-fault ground motion pulses for flexible structures", Proceedings of the 15th ASCE engineering mechanics conference, Columbia University, New York, NY.
|
49 |
AISC (2010), "Seismic Provisions for Structural Steel Buildings", ANSI/AISC 341-10, American Institute of Steel Construction, Chicago, Illinois, USA.
|
50 |
AISC (2010), "Specification for Structural Steel Buildings", ANSI/AISC 360-10, American Institute of Steel Construction, Chicago, Illinois, USA.
|
51 |
Alavi, B. and Krawinkler, H. (2004), "Behavior of moment-resisting frame structures subjected to near-Field ground motions", Earthq. Eng. Struct. D., 33, 687-706.
DOI
|
52 |
Almazan, J.L. and De la Dlera, J.C. (2003), "Accidental torsion due to overturning in nominally symmetric structures isolated with the FPS", Earthq. Eng. Struct. D., 32, 919-948.
DOI
|
53 |
ASCE 7-10 (2010), "Minimum Design Loads for Building and Other Structures", ASCE/SEI 7-10, American Society of Civil Engineers, Reston, Virginia, USA.
|
54 |
Bagheri, M. and Khoshnoudian, F. (2014), "The effect of impact with adjacent structure on seismic behavior of base-isolated buildings with DCFP bearings", Struct. Eng. Mech., 51(2), 277-297.
DOI
|
55 |
Baker, J.W. (2007), "Quantitative classification of near-fault ground motions using wavelet analysis", Bull. Seismol. Soc. Am., 97(5), 1486-1501.
DOI
|