Incorporation preference for rubber-steel bearing isolation in retrofitting existing multi storied building |
Islam, A.B.M. Saiful
(Department of Civil Engineering, University of Malaya)
Jumaat, Mohd Zamin (Department of Civil Engineering, University of Malaya) Hussain, Raja Rizwan (CoE-CRT, Department of Civil Engineering, College of Engineering, King Saud University) Hosen, Md. Akter (Department of Civil Engineering, University of Malaya) Huda, Md. Nazmul (Department of Civil Engineering, University of Malaya) |
1 | Ahmad, S., Ghani, F. and Raghib Adil, M. (2009), "Seismic friction base isolation performance using demolished waste in masonry housing", Constr. Build. Mater., 23(1), 146-152. DOI |
2 | Anzani, A., Binda, L., Carpinteri, A., Invernizzi, S. and Lacidogna, G. (2010), "A multilevel approach for the damage assessment of Historic masonry towers", J. Cultur. Heritage, 11(4), 459-470. DOI |
3 | 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. DOI |
4 | Ates, S. (2012), "Investigation of effectiveness of double concave friction pendulum bearings", Comput. Concrete, 9(3), 195-213. DOI ScienceOn |
5 | 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 ScienceOn |
6 | Bangladesh National Building Code (1993), BNBC, Bangladesh: Housing and Building Research Institute, Bangladesh Standard and Testing Institute. |
7 | Baratta, A. and Corbi, I. (2004), "Optimal design of base-isolators in multi-storey buildings", Comput. Struct., 82(23-26), 2199-2209. DOI |
8 | Betti, M. and Vignoli, A. (2011), "Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all'Impruneta (Italy) ", Constr. Build. Mater., 25(12), 4308-4324. DOI |
9 | 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. DOI ScienceOn |
10 | Casciati, F. and Hamdaoui, K. (2008), "Modelling the uncertainty in the response of a base isolator", Probab. Eng. Mech., 23(4), 427-437. DOI |
11 | Dall'Asta, A. and Ragni, L. (2006), "Experimental tests and analytical model of high damping rubber dissipating devices", Eng. Struct., 28(13), 1874-1884. DOI ScienceOn |
12 | Dall'Asta, A. and Ragni, L. (2008), "Nonlinear behavior of dynamic systems with high damping rubber devices", Eng. Struct., 30(12), 3610-3618. DOI |
13 | 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. DOI |
14 | 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. DOI ScienceOn |
15 | Gursoy, S. (2014), "Investigation of nonlinear behaviour of reinforced concrete frames having different stiffening members", Comput. Concrete, 13(5), 679-694. DOI |
16 | Habibullah, A. (2007), ETABS: Three Dimensional Analysis of Building Systems, Computers and Structures Inc. Berkeley, California. |
17 | Iriarte, E., Sanchez, M.A., Foyo, A. and Tomillo, C. (2010), "Geological risk assessment for cultural heritage conservation in karstic caves", J. Cultur. Heritage, 11(3), 250-258. DOI |
18 | 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", Prac. Period. Struct. Des. Constr., 17(1), 13-20. DOI |
19 | Islam, A.B.M.S., Hussain, R.R., Jumaat, M.Z. and Darain, K.M.U. (2014), "Implication of rubber- steel bearing nonlinear models on soft storey structures", Comput. Concrete, 13(5), 603-669. DOI |
20 | 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. Construct., 30, 265-275. DOI ScienceOn |
21 | Islam, A.B.M.S., Jameel, M., Ahmad, S.I., Salman, F.A. and Jumaat, M.Z. (2011), "Engendering earthquake response spectra for Dhaka region usable in dynamic analysis of structures", Scie. Res. Essay., 6(16), 3519-3530. DOI |
22 | Ismail, M., Rodellar, J. and Ikhouane, F. (2010), "An innovative isolation device for aseismic design", Eng. Struct., 32(4), 1168-1183. DOI |
23 | Islam, A.B.M.S., Jameel, M., Jumaat, M.Z. and Rahman, M.M. (2013b), "Optimization in structural altitude for seismic base isolation at medium risk earthquake disaster region", Disast. Adv., 6(1), 23-34. |
24 | Islam, A.B.M.S., Jameel, M., Uddin, M.A. and Jumaat, M.Z. (2012b), "Competent building elevation for incorporating base isolation in aseismic structure", Procedia Eng., 50(0), 882-892. DOI |
25 | Islam, A.B.M.S., Jumaat, M.Z., Hussain, R. and Alam, M.A. (2013c), "Incorporation of rubber-steel bearing isolation in multi-storey building", J. Civil Eng. Manag., 19(sup1), S33-S49. DOI |
26 | Khan, A.A. and Hossain, M.S. (2005), "Recurrence of 1885 Bengal earthquake and hazard vulnerability status of Dhaka Metropolitan City, Bangladesh", Orient. Geograp., 49(2), 205-216. |
27 | Kilar, V. and Koren, D. (2009), "Seismic behaviour of asymmetric base isolated structures with various distributions of isolators", Eng. Struct., 31(4), 910-921. DOI ScienceOn |
28 | Lee, S.J., Lee, D.H., Kim, K.S., Oh, J.Y., Park, M.K. and Yang, I.S. (2013), "Seismic performances of RC columns reinforced with screw ribbed reinforcements connected by mechanical splice", Comput. Concrete, 12(2), 131-149 DOI ScienceOn |
29 | 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. DOI |
30 | Olsen, A., Aagaard, B. and Heaton, T. (2008), "Long-period building response to earthquakes in the San Francisco Bay Area", Bul. Seismol. Soc. Am., 98(2), 1047. DOI |
31 | Roy, B.K. and Chakraborty, S. (2013), "Optimal design of Base isolation System considering uncertain bounded system parameters", Struct. Eng. Mech., 46(1), 19-37. DOI |
32 | 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. DOI |
33 | Pocanschi, A. and Phocas, M.C. (2007), "Earthquake isolator with progressive nonlinear deformability", Eng. Struct., 29(10), 2586-2592. DOI |
34 | 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. DOI |
35 | Xue, X. and Yang, X. (2014), "Earthquake safety assessment of an arch dam using an anisotropic damage model for mass concrete", Comput. Concrete, 13(5), 633-648. DOI |