Acknowledgement
Supported by : University of Malaya (UM), Bangladesh Earthquake Society
References
- Ariga, T., Kanno, Y. and Takewaki, I. (2006), "Resonant behaviour of base-isolated high-rise buildings under long-period ground motions", Struct. Des. Tall Spec. Build., 15(3), 325-338. https://doi.org/10.1002/tal.298
- Bhuiyan, A.R., Okui, Y., Mitamura, H. and Imai, T. (2009), "A rheology model of high damping rubber bearings for seismic analysis: Identification of nonlinear viscosity", Int. J. Solid. Struct., 46(7-8), 1778-1792. https://doi.org/10.1016/j.ijsolstr.2009.01.005
- BNBC. (1993), Bangladesh National Building Code, Bangladesh: Housing and Building Research Institute, Bangladesh Standard and Testing Institute.
- Borzi, B., Vona, M., Masi, A., Pinho, R. and Pola, D. (2013), "Seismic demand estimation of RC frame buildings based on simplified and nonlinear dynamic analyses", Earthq. Struct., 4(2), 157-179. https://doi.org/10.12989/eas.2013.4.2.157
- Casciati, F. and Hamdaoui, K. (2008), "Modelling the uncertainty in the response of a base isolator", Prob. Eng. Mech., 23(4), 427-437. https://doi.org/10.1016/j.probengmech.2007.10.014
- CSI. (2004), Linear and nonlinear static and dynamic analysis of three-dimensional structures, In Computer & Structures Inc. SAP 2000 (Ed.), Berkeley, CA.
- Dall'Asta, A. and Ragni, L. (2006), "Experimental tests and analytical model of high damping rubber dissipating devices", Eng. Struct., 28(13), 1874-1884. https://doi.org/10.1016/j.engstruct.2006.03.025
- Dall'Asta, A. and Ragni, L. (2008), "Nonlinear behavior of dynamic systems with high damping rubber devices", Eng. Struct., 30(12), 3610-3618. https://doi.org/10.1016/j.engstruct.2008.06.003
- Deb, S. (2004), "Seismic base isolation-an overview", Curr. Sci., 87(10), 1426-1430.
- Dicleli, M. and Buddaram, S. (2007), "Comprehensive evaluation of equivalent linear analysis method for seismic-isolated structures represented by sdof systems", Eng. Struct., 29(8), 1653-1663. https://doi.org/10.1016/j.engstruct.2006.09.013
- Eleftheriadou, A.K. and Karabinis, A.I. (2012), "Seismic vulnerability assessment of buildings based on damage data after a near field earthquake (7 September 1999 Athens - Greece)", Earthq. Struct., 3(2), 117-140. https://doi.org/10.12989/eas.2012.3.2.117
- Habibullah, A. (2005), Static and Dynamic Finite Element Analysis of Structures, SAP 2000, Computers and Structures Inc. Berkeley, California.
- HCG. (2009), Structural and Civil Engineers, Holmes Consulting Group Ltd., Auckland, Newzealand.
- Hong, W. and Kim, H. (2004), "Performance of a multi-story structure with a resilient-friction base isolation system", Comput. Struct., 82(27), 2271-2283. https://doi.org/10.1016/j.compstruc.2004.06.002
- Islam, A.B.M.S., Ahmad, S.I., Jameel, M. and Zamin, M.J. (2012a), "Seismic base isolation for buildings in regions of low to moderate seismicity: Practical alternative design", Practice Period. Struct. Des. Constr., 17(1), 13-20. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000093
- Islam, A.B.M.S., Ahmad, S.I., Jumaat, M.Z., Hussain, R.R., Rahman, M.A. and Darain, K.M. (2014a), "Efficient design in building construction with rubber bearing in medium risk seismicity: case study and assessment", J. Civ. Eng. Management, 20(5), 621-631. https://doi.org/10.3846/13923730.2013.801910
- Islam, A.B.M.S., Hussain, R.R., Jameel, M. and Jumaat, M.Z. (2012b), "Non-linear time domain analysis of base isolated multi-storey building under site specific bi-directional seismic loading", Auto. Constr., 22, 554-566. https://doi.org/10.1016/j.autcon.2011.11.017
- Islam, A.B.M.S., Hussain, R.R., Jumaat, M.Z. and Darain, K.M. (2014b), "Implication of rubber-steel bearing nonlinear models on soft storey structures", Comput. Concrete, 13(5), 603-619. https://doi.org/10.12989/cac.2014.13.5.603
- Islam, A.B.M.S., Hussain, R.R., Jumaat, M.Z. and Rahman, M.A. (2013a), "Nonlinear dynamically automated excursions for rubber-steel bearing isolation in multi-storey construction", Auto. Constr., 30, 265-275. https://doi.org/10.1016/j.autcon.2012.11.010
- Islam, A.B.M.S., Jameel, M., Uddin, M.A. and Ahmad, S.I. (2011), "Simplified design guidelines for seismic base isolation in multi-storey buildings for Bangladesh National Building Code (BNBC)", Int. J. Phys. Sci., 6(23), 5467-5486.
- Islam, A.B.M.S., Jumaat, M.Z., Hussain, R. and Alam, M.A. (2013b), "Incorporation of rubber-steel bearing isolation in multi-storey building", J. Civ. Eng. Management, 19(sup1), S33-S49. https://doi.org/10.3846/13923730.2013.801904
- Ismail, M., Rodellar, J. and Ikhouane, F. (2010), "An innovative isolation device for aseismic design", Eng. Struct., 32(4), 1168-1183. https://doi.org/10.1016/j.engstruct.2009.12.043
- Jangid, R.S. (2007), "Optimum lead-rubber isolation bearings for near-fault motions", Eng. Struct., 29(10), 2503-2513. https://doi.org/10.1016/j.engstruct.2006.12.010
- Kampas, G. and Makris, N. (2012), "Time and frequency domain identification of seismically isolated structures: advantages and limitations", Earthq. Struct., 3(3-4), 249-270. https://doi.org/10.12989/eas.2012.3.3_4.249
- Kelly, T.E. (2001), Base isolation of structures: design guidelines, Holmes Consulting Group Ltd.
- Kelly, T.E., Robinson, W.H. and Skinner, R.I. (2006), Seismic Isolation for Designers and Structural Engineers, Robinson seismic Ltd.
- Lu, L.Y. and Lin, G.L. (2008), "Predictive control of smart isolation system for precision equipment subjected to near-fault earthquakes", Eng. Struct., 30(11), 3045-3064. https://doi.org/10.1016/j.engstruct.2008.04.016
- Matsagar, V.A. and Jangid, R.S. (2004), "Influence of isolator characteristics on the response of base-isolated structures", Eng. Struct., 26(12), 1735-1749. https://doi.org/10.1016/j.engstruct.2004.06.011
- Naeim, F. and Kelly, J. (1999), Design of seismic isolated structures: from theory to practice, Wiley.
- Olsen, A., Aagaard, B. and Heaton, T. (2008), "Long-period building response to earthquakes in the San Francisco Bay Area", Bull. Seismol. Soc. Am., 98(2), 1047. https://doi.org/10.1785/0120060408
- Ozmen, H.B., Inel, M. and Cayci, B.T. (2013), "Engineering implications of the RC building damages after 2011 Van Earthquakes", Earthq. Struct., 5(3), 297-319. https://doi.org/10.12989/eas.2013.5.3.297
- Pocanschi, A. and Phocas, M.C. (2007), "Earthquake isolator with progressive nonlinear deformability", Eng. Struct., 29(10), 2586-2592. https://doi.org/10.1016/j.engstruct.2006.12.016
- Polycarpou, P.C. and Komodromos, P. (2010), "Earthquake-induced poundings of a seismically isolated building with adjacent structures", Eng. Struct., 32(7), 1937-1951. https://doi.org/10.1016/j.engstruct.2010.03.011
- Pourzeynali, S. and Zarif, M. (2008), "Multi-objective optimization of seismically isolated high-rise building structures using genetic algorithms", J. Sound Vib., 311(3-5), 1141-1160. https://doi.org/10.1016/j.jsv.2007.10.008
- Providakis, C.P. (2008), "Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations", Eng. Struct., 30(5), 1187-1198. https://doi.org/10.1016/j.engstruct.2007.07.020
- Roussis, P.C. and Constantinou, M.C. (2006), "Uplift-restraining Friction Pendulum seismic isolation system", Earthq. Eng. Struct. Dyn., 35(5), 577- 593. https://doi.org/10.1002/eqe.545
- Spyrakos, C.C., Koutromanos, I.A. and Maniatakis, C.A. (2009), "Seismic response of base-isolated buildings including soil-structure interaction", Soil Dyn. Earthq. Eng., 29(4), 658-668. https://doi.org/10.1016/j.soildyn.2008.07.002
- Takewaki, I. (2008), "Robustness of base-isolated high-rise buildings under code-specified ground motions", Struct. Des. Tall Spec. Build., 17(2), 257 -271. https://doi.org/10.1002/tal.350
- Takewaki, I. and Fujita, K. (2009), "Earthquake input energy to tall and base-isolated buildings in time and frequency dual domains", Struct. Des. Tall Spec. Build., 18(6), 589-606. https://doi.org/10.1002/tal.497
- Tornello, M.E. and Sarrazin, M. (2012), "Base-isolated building with high-damping spring system subjected to near fault earthquakes", Earthq. Struct., 3(3-4), 315-340. https://doi.org/10.12989/eas.2012.3.3_4.315
- UBC. (1997), Uniform Building Code, Earthquake regulations for seismic isolated structures, Paper presented at the International conference of building officials, Whitter, CA, USA.
- Wilkinson, S. and Hiley, R. (2006), "A non-linear response history model for the seismic analysis of high-rise framed buildings", Comput. Struct., 84(5-6), 318-329. https://doi.org/10.1016/j.compstruc.2005.09.021
- Wilson, E. (2002), Three-dimensional static and dynamic analysis of structures (3rd ed.), Computers and Structures Inc. Berkeley, California.
- Yon, B., Sayln, E. and S.Koksal, T. (2013), "Seismic response of buildings during the May 19, 2011 Simav, Turkey earthquake", Earthq. Struct., 5(3), 343-357. https://doi.org/10.12989/eas.2013.5.3.343
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