1 |
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
|
2 |
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.
|
3 |
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
|
4 |
PEER (2013), "PEER ground motion database", development by the Pacific Earthquake Engineering Research Center (PEER), http://ngawest2.berkeley.edu
|
5 |
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
|
6 |
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
|
7 |
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
|
8 |
Roussis, P.C. and Constantinou, M.C. (2006a), "Uplift-restraining friction pendulum seismic isolation system", Earthq. Eng. Struct. D., 35, 577-593.
DOI
|
9 |
Roussis, P.C. and Constantinou, M.C. (2006b), "Experimental and analytical studies of structures seismically isolated with an uplift-restraining friction pendulum system", Earthq. Eng. Struct. D., 35, 595-611.
DOI
|
10 |
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
|
11 |
Tena-Colunga, A. and Escamilla-Cruz, J. (2007), "Torsional amplifications in asymmetric base isolated structures", Eng. Struct., 29(2), 237-247.
DOI
|
12 |
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.
|
13 |
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
|
14 |
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
|
15 |
Tajammolian, H., Khosnoudian, F. and Bokaeian, V. (2016b), "Seismic responses of asymmetric steel structures isolated with the TCFP subjected to mathematical near-fault pulse models", Smart Struct. Syst., 18(5), 931-953.
DOI
|
16 |
Tajammolian, H., Khosnoudian, F. and Partovi Mehr, N. (2016a), "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
|
17 |
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
|
18 |
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
|
19 |
Yurdakul, M. and Ates, S. (2011), "Modeling of triple concave friction pendulum bearings for seismic isolation of buildings", Struct. Eng. Mech., 40(3), 315-334.
DOI
|
20 |
AISC (2010), "Seismic provisions for structural steel buildings", ANSI/AISC 341-10, American Institute of Steel Construction, Chicago, Illinois, USA.
|
21 |
AISC (2010), "Specification for structural steel buildings", ANSI/AISC 360-10, American Institute of Steel Construction, Chicago, Illinois, USA.
|
22 |
Constantinou, M.C., Kalpakidis, I., Filiatrault, A. and Ecker Lay, R.A. (2011), "LRFD-based analysis and design procedures for bridge bearings and seismic isolation", Technical Report MCEER-11-0004, State University of New York at Buffalo, Buffalo. New York, USA.
|
23 |
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.
|
24 |
Almazan, J.L., De la llera, J.C. and Inaudi, J.A. (1998), "Modeling aspects of structures isolated with the frictional pendulum system", Earthq. Eng. Struct. D., 27(80), 845-867.
DOI
|
25 |
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.
|
26 |
Almazan, J.L. and De la llera, J.C. (2003), "Accidental torsion due to overturning in nominally symmetric structures isolated with the FPS", Earthq. Eng. Struct. D., 32, 919-948.
DOI
|
27 |
ASCE 7-10 (2010), "Minimum Design Loads for Building and Other Structures", ASCE/SEI 7-10, American Society of Civil Engineers, Reston, Virginia, USA.
|
28 |
Ates, S. and Yurdakul, M. (2011), "Site-response effects on RC buildings isolated by triple concave friction pendulum bearings", Comput. Concrete, 8(6), 693=715.
DOI
|
29 |
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
|
30 |
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
|
31 |
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
|
32 |
De la llera, J.C. and Almazan, J.L. (2003), "An experimental study of nominally symmetric and asymmetric structures isolated with the FPS", Earthq. Eng. Struct. D., 32, 891-918.
DOI
|
33 |
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.
|
34 |
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
|
35 |
Dicleli, M. (2007), "Supplemental elastic stiffness to reduce isolator displacements for seismic-isolated bridges in near-fault zones", Eng. Struct., 29, 763-775.
DOI
|
36 |
Fadi, F. and Constantinou, M.C. (2010), "Evaluation of simplified methods of analysis for structures with triple friction pendulum isolators", Earthq. Eng. Struct. D., 39(1), 5-22.
DOI
|
37 |
Fenz, D. and Constantinou, M.C. (2008b), "Modeling triple friction pendulum bearings for response history analysis", Earthq. Spectra, 24, 1011-1028.
DOI
|
38 |
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
|
39 |
Jangid, R.S. and Kelly, J.M. (2001), "Base isolation for near-fault motions", Earthq. Eng. Struct. D., 30, 691-707.
DOI
|
40 |
Jangid, R.S. (2005), "Optimum friction pendulum system for near-fault motions", Eng. Struct., 27, 349-359.
DOI
|
41 |
Kilar, V. and Koren, D. (2009), "Seismic behaviour of asymmetric base isolated structures with various distributions of isolators", Eng. Struct., 31, 910-921.
DOI
|
42 |
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
|
43 |
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
|
44 |
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. Build.; 20, 986-1018.
DOI
|
45 |
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
|
46 |
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.
|
47 |
Loghman, V. and Khoshnoudian, F. (2015) "Comparison of seismic behavior of long period SDOF systems mounted on friction isolators under near-field earthquakes", Smart Structures and Systems, Accepted in Press.
|
48 |
Loghman, V., Khosnoudian, F. and Banazadeh, M. (2015a), "Effects of vertical component of earthquake on seismic responses of triple concave friction pendulum base-isolated structures", J. Vib. Control, 21(11), 2099-2113.
DOI
|
49 |
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
|
50 |
Loghman, V., Tajammolian, H. and Khosnoudian, F. (2015b), "Effects of rotational components of earthquakes on seismic responses of triple concave friction pendulum base- isolated structures", J. Vib. Control, DOI: 10.1177/1077546315594066.
DOI
|