118

REFERENCES

Abe, M, and Igusa T, (1995), “Tuned mass dampers for structures with closely

spaced natural frequencies”, Earthquake Engineering and structural Dynamics, Vol.

24, pp. 247-261.

Ahmadi, H.R, Crawshaw, J, and Fuller, K.N.G, (1995), “The influence of

nonlinearity on the response of rubber isolator to earthquake motions”, Proc. 10th

European conference on Earthquake Engineering, Duma (ed.), pp. 677-682.

Allred, B.A., Billings, L.J., and Shepherd, R., (1996), “Ultimate response

characteristics of base isolated structures”, Proc. of 11th

WCEE, Acapulco,

Mexico, paper no. 1348.

Arya, A.S., (1967), “Design and construction of masonry buildings in seismic

areas”, Bulletin, ISET, Vol. 4, No. 2, pp. 25-37.

Arya, A.S., Chandra, B., and Qamaruddin, M., (1978), “A new building system for

improved earthquake performance”, Proc. of 6th

symposium on Earthquake

Engineering, University of Roorkee, India, Vol. 1, pp. 499-504.

Arya, A.S., Chandra, B., and Rani, P., (1977), “Influence of natural disasters

(Earthquake) on Educational facilities, part-I – collection and analysis of available

119

information – annotated Bibliography”, Report of school of Research and Training

in Earthquake Engineering, Univ. of Roorkee, Roorkee, India.

Ayorinde, E.O., and Warburton, G.B., (1980), “Minimizing structural vibrations

with absorbers”, Earthquake Engineering and structural Dynamics, Vol. 8, No. 3,

pp. 219-236.

Bingze, S., Changrui, Y., Xiaolin, Z., and Siyuan, T., (1990), “Experimental study

and seismic response analysis of multi-storey brick buildings with friction base

isolation”, Proc. 5th

North America Masonry conference, Univ. of Ilinois, Urban-

Champaign, pp. 177-187.

Buckle, I., Nagarajaiah, S., and Ferrel, K., (2002), “stability of elastomeric seismic

isolation bearings: experimental study”, Journal of Structural Engineering, ASCE,

Vol. 128, No. 1, pp.03-11.

Caspe, M.S., (1970), “Earthquake isolation of multi-storey concrete structures”,

Journal of the American Concreate Institute, Vol. 11, pp.923-933.

Caspe, M.S., (1984), “Base isolation from earthquake hazards, an idea whose time

has come!”, 8th

world conference on Earthquake Engineering, San Francisco, Vol.

5, pp. 1031-1038.

120

Charleson, A.W., Wright, P.D., and Skinner, R.I., (1987), “wellington central

police station, base isolation of an essential facility”, Proc. Pacific conference on

Earthquake Engineering, New Zealand National society for Earthquake

Engineering, wairekei, New Zealand, Vol. 2, pp. 377-388.

Chen, Y.U., and Ahmadi, G., (1992), “Wind effects on base isolated structures”,

Journal of Engineering Mechanics, ASCE, Vol. 118, pp. 1708-1727.

Chen, Y.U., and Ahmadi, G., (1994), “Performance of a high damping rubber

bearing base isolation system for a shear beam structure”, Earthquake Engineering

and Structural Dynamics, Vol. 23, pp. 729-744.

Chopra, A.K.(2001), “Dynamics of Structures”, Prentice-Hall, Englewood Cliffs,

N.J.Chopra, A.K., Clough, D.P., Clough, R.W., (1973), “Earthquake resistance of

buildings with a soft first storey”, International journal of Earthquake Engineering

and Structural Dynamics, Vol. 1, pp. 347-355.

Chunxiang, Li., (2000), “Performance of multiple tuned mass dampers for

attenuating undesirable oscillations of structures under the ground acceleration”,

Earthquake Engineering and Structural Dynamics, Vol. 29, pp. 1405-1421.

121

Constantinou, M.C., and Tadjbaksh, I.G., (1983), “Probabilistic optimum base

isolation of Structures”, Journal of Structural Engineering, ASCE, Vol. 109, No. 3,

pp. 305-310.

Constantinou, M.C., and Tadjbaksh, I.G., (1985), “Optimum characteristic of

isolated structures”, Journal of Structural Engineering, ASCE, Vol. 111, No. 12, pp.

2733-2750.

Constantinou, M.C., and Tadjbaksh, I.G., (1985a), “Hysteretic dampers in base

isolation: random approach”, Journal of Structural Engineering, ASCE, Vol 111,

No. 4, pp. 705-721.

DAI,Zebing,Huang Jin Zhi,Wang Hong Xia (2004), “Semi Active control of a

cable stayed bridge under multiple support excitations”,Journal of Zhijiang

university science. vol 5 PP 317-325.

Delfosse, G.C., (1980), “Full Earthquake Protection through base isolation system”,

Proc. 7th

World conference on earthquake Engineering, Istanbul, Turkey, Vol. 8,

pp. 61-67.

Earthquake resistant regulation(1992), A world lists 1992, compiled by

International Association of Earthquake Engineering.

122

Fan, F.G., and Ahmadi, G., (1992), “Seismic response of secondary systems in base

isolated structures”, Engineering Structures, Vol. 14, No. 1, pp. 35-48.

Fintel, M., and Khan, R.F., (1969), “Shock absorbing soft storey concept for multi-

storey earthquake structures”, Journal of the American Concrete Institute, 66-29,

pp. 318-390.

Gent, A.N., and Lindley, P.B., (1959), “The compression of bonded rubber blocks”,

Proc. of the Institution of the Mechanical Engineers, pp. 111-117.

Green, N.B., (1935), “Flexible first-storey construction for earthquake resistances”,

Transactions A.S.C.E, Vol. 100, paper no. 1906, pp. 644-674.

Gueirreiro, L.M., and Azevedo, J.j., (1992), “Seismic behavior of base isolated

structures with nonlinear behavior”, Proc. of 10th

WCEE, Madrid, Spain, Vol. 4,

pp. 2379-2384.

Higashino, M., Aizawa, S., and Hayamizu, Y., (1988), “The study of base isolation

system for actual use”, Proc. of 9th

WCEE, Tokyo-Kyoto, Japan, Vol. 5, pp. 705-

710.

123

Hirasawa, M., Mikama, A., Takasaki, T., Miyami, T., and Uchida, K., (1988),

Aseismic design of a base isolated building and verification tests of an isolator”,

proc. of 9th

WCEE, Tokyo-Kyoto, Japan, Vol. 5, pp. 723-728.

Hwang, J.S., and Chiou, J.M., (1996), “An equivalent linear model of lead rubber

Seismic isolation bearings”, Engineering structures, Vol. 18, No.7, pp. 528-536.

Igusa, T., and Xu, K., (1994), “Vibration control using multiple tuned mass

dampers”, Journal of Sound and Vibration, Vol. 175, No. 4, pp. 491-503.

Inaudi, J.A., and Kelly, J.M., (1993), “optimum damping in linear isolation

systems”, Earthquake Engineering and Structural Dynamics, Vol. 22, pp. 583-598.

Jain, S.K., and Thakkar, S.K., (1998), “Response control of building with rubber”,

International journal of structural Engineering, Vol. 18, No. 2, pp. 109-125.

Jain, S.K., and Thakkar, S.K., (2003), “Quasi-static testing of laminated rubber

bearing”, Journal of the Institution of Engineers (India), Vol. 84, pp. 110-115.

Jangid, R.S., (1996), “optimum damping in a non linear base isolation system”,

Journal of sound and Vibration, 189(4), pp. 477-487.

124

Jangid, R.S., and Datta, T.K., (1994), Dyanmic characteristics of structure with

multiple tuned mass dampers”, Proc. of 10th

symposium on Earthquake

Engineering, University of Roorkee, India, pp. 259-267.

Jangid, R.S., and Datta, T.K., (2001), “Base Isolation for near fault motions”,

Earthquake Engineering and Structural Dynamics, Vol 30, pp. 691-707.

Jensen, H., Setareh, M., and Peek, R., (1992), “TMDs for vibration control of

systems with uncertain properties”, Journal of structural Engineering, ASCE, Vol.

118, NO. 12, pp. 3285-3296.

Kadir, A., (1982), “Rubber properties important in the design of bearings”, Proc. of

the International conference on natural rubber for Earthquake protection of

buildings and vibration isolation, Kuala Lumpur, Malaysia, Edited by Derham,

C.J., pp. 211-227.

Kaynia, A.M., Veneziano, D., and Biggs, J.M., (1981), “seismic effectiveness of

tuned mass dampers”, Journal of Structural Division, ASCE, Vol. 107, pp. 1465-

1484.

Kelly, J.M., (1982), “Aseismic base isolation”, Shock Vib.Dig., Vol 14, No.5,

pp.17-25.

125

Kelly, J.M., (1986), “Aseismic base isolation: review and bibliography”, Soil

Dynamics and Earthquake Engineering, Vol 5, No.3, pp. 202-216.

Kelly, J.M., (1988), “Base isolation in Japan”, report No. UCB /EERC -88/ 20,

Earthquake Engineering Reaserch center, University of California, Berkeley.

Kelly, J.M., (1990), “Base isolation:Liinear theory and design”, Earthquake spectra,

Vol. 6, No. 2, pp. 223-244.

Kelly, J.M., (1993), “Earthquake-resistant design with rubber”, Berlin Heidelberg

New York: Springer-Verlag.

Kelly, J.M., (1999), “The role of damping in seismic isolation”, Earthquake

Engineering and Structural Dynamics, Vol. 28, pp. 3-20.

Kelly, J.M., and Hodder , S.B., (1982), “Experimental study of lead and

elastomeric dampers for base isolation system in laminated Neopreme bearings”,

Bull. New Zealand National society for Earthquake Engineering, Vol. 15, pp. 53-

67.

Kelly, J.M., and Tsai, H.C., (1985), “Seismic response of light internal equipment

in base isolated structures”, Earthquake Engineering and Structural Dynamics, Vol.

13, pp. 711-732.

126

Kikuchi, M., and Aiken, I., (1997), “An analytical hysteresis model for elastomeric

seismic isolation bearings”, Earthquake Engineering and Structural Dynamics, Vol.

26, pp. 215-231.

Kitamura, H., Fjita, T., teramoto, T., and Kibara, H., (1988), “Design and analysis

of a Tower structure with a tuned mass damper”, Proc. 9th

world conference on

Earthquake engineering, Japan, Vol. 8, pp. 415-420.

Koh, C.G., and Kelly, J.M., (1990), “Application of fractional derivatives to

seismic analysis of base isolated models”, Earthquake Engineering and Structural

Dynamics, Vol. 19, pp. 229-241.

Koh, C.G., and Lim, H.L., (2001), Analytical solution for compression stiffness of

bonded rectangular layers”, International Journal of solids and Structures, Vol. 38,

pp. 445-455.

Krishna, J., and Chandra, B., (1969), “Strengthening of brick buildings in seismic

zones”, 4th

world conference on Earthquake Engineering, Chile.

Lee, D.M., (1980), “Base isolation for torsion reduction in asymmetric structures

under earthquake loading”, Engineering and Structural Dynamics, Vol. 11, No. 4,

pp. 229-241.

127

Lee, D.M., and Medland, I.C., (1978a), “ Estimation of base isolated structure

responses”, Bulletin of the New Zealand National society for Earthquake

Engineering, Vol. 11, No. 4, pp.234-244.

Lou, Y., Wang, M., and Su, Z., (1992), “Research of sliding shock absorbing of

multistorey brick buildings”, Proc. 10th

world conference on Earthquake

Engineering, Madrid, Spain, pp. 2499-2504.

Luca, A.D., and Faella, G., (1993), “Response of fixed base and base isolated R.C

frames”, Proc. of the International post-Smirt conference seminar on isolation,

energy dissipation and control of vibrations of structures, Capri (Napoli), Italy, pp.

701-708.

Luft, R.W., (1979), “Optimum tuned mass dampers for buildings”, Journal of

structural Division, ASCE, Vol. 105, pp. 2766-2772.

Lyan-ywan lu,ging-long lin,Tzu-chung kuo,(2008),”stiffness controllable isolation

system for near fault seismic isolation” Journal of engineering structure vol.30,pp

747-765.

128

Martel, R.R., (1929), “The effects of earthquake on buildings with a flexible first

storey”, Bulletin of the Seismological Society of America, Vol. 19, No. 3, pp. 167-

178.

Matsagar, V.A., and jangid R.S., (2004), “Influence of isolator Characteristics on

the response of base isolated structures”, Engineering structures, Vol. 26, pp. 1735-

1749.

Mayes, R.L., Jones, R.L., and Kelly, J.M., (1990), “The economics of seismic

isolation in buildings”, Journal of Earthquake spectra, Vol. 6, No. 2, pp. 245-263.

McNamara, R.J., (1977),”Tuned mass dampers for buildings”, Journal of structural

division ASCE, Vol. 103, pp. 1785-1798.

Miyama, T., (1992), “Seismic response of multi-storey frames equipped with

energy absorbing storey on its top”, Proc. 10th

world conference on Earthquake

Engineering, Madrid, spain, Vol. 7, pp. 4201-4206.

Mori, A., Moss, P.J., Cooke, N., and Carr, A.J., (1999a), The behavior of bearings

used for seismic isolation under rotation and axial load”, Earthquake Spectra, Vol.

15, No. 2, pp. 225-244.

129

Mostaghel, N., Hejazi, M., and Tanbakuchi, J., (1983), “Response of sliding

structure to earthquake harmonic motion”, Journal of Earthquake Engineering and

Structural Dynamics, Vol. 11, pp. 355-366.

Mostaghel, N., and Tanbakuchi, J., (1983a), “Response of sliding structure to

earthquake support motion”, Journal of Earthquake Engineering and Structural

Dynamics, Vol. 11, pp. 729-748.

Murty, C.V.R., (2005), “Learning earthquake design and construction”, Journal of

structural Engineering, Vol. 31, No. 4, pp. 327-328.

Naeim, F., and Kelly, J.M., (1999), “Design of seismic isolated structures from

theory to practice”, John Wiley, U.S.A.

Nagarajaiah, S., and Ferrell K., (1999), “Stability of elastomeric seismic isolation

bearings”, Journal of structural Engineering, ASCE, Vol. 125, No. 9, pp. 946-954.

Nagarajaiah.S and Narasimhan S (2004) “seismic control of smart base isolated

buildings with new semiactive variable damper”.Earthquake engineering and

structural dynamics, vol 36, pp 729-749.

Ohno, S., Watari, A., and Sano, I., (1977), “Optimum tuning of the dynamic

damper to control response of structures to earthquake ground motion”, Proc. 6th

130

world conference on Earthquake Engineering, New Delhi, India, Vol. 3, pp. 157-

161.

Okoshi, T., Nakawaka, S., and Kawamura, M., (1993), “Aseismic design of C-1

building: the biggest base-isolated buildingin the world”, Proc. of seminar on

seismic isolation, passive energy dissipation, and active control, San Francisco,

California, ATC-17-1, Vol. 1, pp. 413-423.

Ormondroyd, J., and Den Hartog, J.P., (1928), “ The theory of dynamic vibration

absorber”, Tran. A.S.M.E, A.P.M-50-7, pp. 9-22.

Palazzo, B., and Petti, L., (1995), seismic response control in base isolated systems

using tuned mass dampers”, European Earthquake Engineering, Vol. 2, pp. 3-12.

Palazzo, B., and Petti, L., (1999), “combined control strategy: Base isolation and

tuned Mass damping’, ISET Journal of Earthquake Technology, Vol. 36, pp.121-

137.

Pan, T.C., and Cui, W., (1994), “Dynamic characteristics of shear buildings on

Laminated rubber bearings”, Earthquake Engineering and Structural Dynamics,

Vol. 23, pp. 1315-1329.

131

Pan, T.C., and Kelly, J.M., (1983), “seismic response of torsionally coupled base

isolated structures” Earthquake Engineering and Structural Dynamics, Vol. 11, pp.

749-770.

Pan, T.C., and Kelly, J.M., (1984), “Seismic response of base isolated structures

with vertical – rocking coupling”, Earthquake Engineering and Structural

Dynamics, Vol. 18, pp. 1201-1217.

Peterson, N.R., (1980), “Design of large scale tuned mass damper in structural

control”, edited by H.H.E. Leipholz, North-Holland, Amsterdam.

Pinkaew, T., Lukkunaprasit, P., and Chatupote, P., (2003), “Seismic effectiveness

of tuned mass dampers for damage reduction of structures”, Engineering structures,

Vol. 25, pp. 39-46.

Plummer, H.C., and Blume, J.A., (1953), “Reinforced brick masonry – Lateral

force design’, Structural clay products institute, Washington.

Prawel, S.P., and Reinhorn, A.M., (1985), “Seismic retrofit of structural masonry

using a ferrocement overlay”, Third North Amer. Masonry conference, paper No.

59.

132

Qamaruddin, M., (1998), ‘A state-of the-art review of seismic isolation scheme for

masonry buildings”, Journal of Earthquake Technology, ISET, Vol. 35, No. 4, pp.

77-93.

Qamaruddin, M., Al-jabri K.S., and Mauroof A.L.M., (1994), “Seismic response of

multistorey masonry buildings with friction isolation system”,10th

Symposium on

Earthquake Engineering Roorkee, December 29-31, Vol. 1, pp. 327-334.

Qamaruddin, M., Qadeer A., and Ali, S.M., (1990), “Response of masonry building

with seismic base isolation”, Proc. 5th

northAm.Masonry conference, Univ. of

Illinois, Urbana-Champaign, pp. 189-200.

Qamaruddin, M., Rasheeduzzafar, Arya, A.S., and Chandra, B., (1986a), “seismic

response of masonry building with sliding substructure”, journal of Structural

Engineering, ASCE, Vol. 112, No.9, pp. 2001-2011.

Ramammurti, V., (1996), “Computer Aided Mechanical Design and Analysis”,

Third Edition, Tata McGraw-Hill publishing company limited.

Rao, P.B., and Jangid, R.S., (2001), “experimental study of base isolated

Structures”, Journal of Earthquake Technology, Vol. 38, No. 1, pp. 1-15.

133

Rao, P.B., and Jangid, R.S., (2001a), ‘Performance of sliding systems under near

fault motions”, Nuclear Engineering and Design, Vol. 233, pp. 259-272.

Sadek, F., Mohraz, B., Taylor, A., and Chung, R., (1997), A method of estimating

the parameters of tuned mass dampers for seismic applications”, Earthquake

Engineering and Structural Dynamics, Vol. 26, pp. 617-635.

Safak, E., and Frankel A., (1969), “ Effects of ground motion characteristics on the

response of base isolated structures”, proc. of 9th

WCEE, Acapulco, Mexico, paper

no. 1430.

Satio, H., Ueno, K., Takenaka, Y., and Murota N., (1996), “Structural design of

base isolated high rise buildings with high damping laminated rubber bearings”,

Proc. of 9th

WCEE , Acapulco, Mexico, paper no. 1330.

Skinner, R.I., (1982), “Base isolation provides a large building with increased

earthquake resistance: Development, design and construction”, Proc. of the

International conference on Natural rubber for earthquake protection of buildings

and vibration isolation, kuala Lumpur, Malaysia, Edited by Derham, C.J., pp. 82-

102.

Skinner, R.I., (1984), “Base isolated structures in New Zealand” 8th

world

conference on Earthquake Engineering, San Francisco, Vol. 5, pp. 927-934.

134

Skinner, R.I., Beck, J.L., and Bycroft, G.N., (1975), “A practical system for

isolating structures from earthquake attack”, International Journal of earthquake

Engineering and Structural Dynamics, Vol. 3, pp. 297-309.

Skinner, R.I.,Bycroft, G.N., McVerry, G.H., (1976), “Practical system for isolating

Nuclear power plants from earthquake attack”, Journal of Nuclear Engineering and

design, Vol. 36, pp.287-297.

Skinner, R.I., Kelly, J.M., and Heine, A.J.,(1975b), “Hysteretic dampers for

earthquake resistant structures”, International journal of Earthquake Engineering

and Structural Dynamics, Vol. 3, No. 3, pp. 287-296.

Skinner, R.I., and McVerry, G.H., (1975a), “Base isolation for increased

earthquake resistance of buildings”, Bulletin of the New Zealand National Society

for Earthquake Engineering, Vol. 8, No. 2, pp. 93-101.

Skinner, R.I., Robinson, W.H., and McVerry, G.H., (1993), “An introduction to

seismic Isolation”, John Willey and Sons, England.

Stanton, J.F., Scroggins, G., Taylor, A.W., and Roeder, C.W., (1990), “Stability of

laminated elastomeric bearings”, Journal of Structural Engineering, ASCE, Vol.

116, No.6, pp. 1351-1371.

135

Steinbrugge, K.V., and Flores, R., (1963), “The Chilean Earthquake of May 1960 –

A structural engineering view point”, Bulletin of the seismological Society of

America, Vol. 53, No. 2.

Tadjbakhsh, I.G., and Ma, J.J., (1982), “Rigid-body response of base isolated

structures”, Journal of structural Engineering, ASCE, Vol. 108, pp. 1806-1814.

Takeda, T., Hirano, S., Yoshihana, J., Nawaoka, Y., Uchida, H., and Nakamura,

M., (1988), “Study on base isolation system for earthquake protection and vibration

isolation by laminated high damping rubber bearings”, Proc. of 9th

WCEE, Tokyo-

Kyoto, Japan, Vol. 5, pp. 729-734.

Tarics, A.G., (1982), “Cost consideration of base isolation”, Proc of International

conference on natural rubber for earthquake protection of buildings and vibration

isolation, Kuala Lumpur, Malaysia, pp. 175-187.

Tarics, A.G., (1984), “The implementation of base isolation for the foothill

communities law and Justice center”, report to the national science foundation and

the country of San Bernardino, Reid and Tarics associates, San Francisco, CA.

Tsai, H.C., (1995), “The effect of tuned mass dampers on the seismic response of

base isolated structures”, International Journal of Solid Structures, Vol. 32, pp.

1195-1210.

136

Tsai (1997), “Dynamics response of base isolated shear beams bumping against

stops”, Earthquake Engineering and Structural Dynamics, Vol.26, pp. 515-528.

Tsai, H.C., and Kelly, J.M., (1989), “Seismic response of the superstructure and

attached equipment in a base isolated building” Earthquake Engineering and

Structural Dynamics, Vol.18, pp. 551-564.

Tsai, H.C., and Kelly, J.M., (1993), “Seismic response of heavily damped base

isolation Systems”, Earthquake Engineering and Structural Dynamics, Vol.22, pp.

633-645

Tsai, H.C., and Lee, C.C., (1998), “Compressive stiffness of elastic layers bonded

between rigid plates”, International Journal of Solids and Structures, Vol. 35, pp.

3053-3069.

Tsai, H.C., and Lin, G.C., (1993), “Optimum tuned mass dampers for minimizing

steady state response of support excited and damped systems”, Earthquake

Engineering and Structural Dynamics,Vol. 22, pp. 957-973.

Varma, V., Reddy, G.R., Vaze, K.K., and Kushwaha, H.S.,(2002), “Experimental

and analytical study of laminated rubber bearing and its application to PHWR

building”, Journal of Structural Engineering, Vol. 28, No. 4, pp. 199-204.

137

Villaverde, R., (1985), “Reduction in seismic response with heavily damped

vibration absorbers”, Earthquake Engineering and Structural Dynamics,Vol. 13, pp.

33-42.

Villaverde, R., (1994), “Seismic control of structures with damped resonant

appendages”, Proc. of 1st world conference on structural control, Los Angeles,

California, USA, pp. 113-119.

Villaverde, R., and Koyama, L.A., (1993), “Damped resonant appendages to

increase inherent damping in buildings”, Earthquake Engineering and Structural

Dynamics,Vol. 22, pp. 491-507.

Villaverde, R., and Martin, S.C., (1995), “Passive seismic control of cable stayed

bridges with damped resonant appendages”, Earthquake Engineering and

Structural Dynamics,Vol. 24, pp. 233-246.

Webster, A.C., and Vaicaitis, R., (1992), “Application of tuned mass dampers to

control vibrations of composite floor systems”, Eng. Journal, ASIC, pp. 116-124.

Westermo, B., and Udwadia, F., (1983), “Periodic response of a sliding oscillator

system to harmonic excitation”, Earthquake Engineering and Structural Dynamics,

Vol. 11, pp. 353-366.

138

Xu, K., and Igusa, T., (1992), “Dynamic characteristics of multiple substructures

with closely spaced frequencies”, Earthquake Engineering and Structural

Dynamics, Vol. 21, pp. 1059-1070.

Yamaguchi, H., and Harnpornchai, N., (1993), “Fundamental characteristics of

multiple tuned mass dampers for suppressing harmonically forced oscillations”,

Earthquake Engineering and Structural Dynamics, Vol. 22, pp. 51-62.

Yamahara, H., and Izumi, M., (1987), “Actual proof tests of the base isolated

building using full-sized model”, Shimizu construction, Tohoku University, Japan.

Yang, J.N., Danielians, A., and liu, S.C., (1991), Aseismic hybrid control systems

for building structures”, Journal of Engineering Mechanics, ASCE, 117(4), pp.

836-853.

Yoo, B., and Kim, Y.H., (2002), “Study on the effects of damping in laminated

rubber bearings on seismic response for a 1/8 scale isolated test structure”,

Earthquake Engineering and Structural Dynamics, Vol. 31, pp. 1777-1792.

Young, S.K., and Lee, D.G., (1993), “Seismic response of support isolated

secondary structures in a multi-storey structure”, Engineering structure, Vol. 15,

No. 5, pp. 335-347.