Effect of a Near Fault on the Seismic Response of a Base-Isolated Structure with a Soft Storey

Alavi, B., & Krawinkler, H. (2001). Effects of near-fault ground motions on frame structures: John A. Blume Earthquake Engineering Center Stanford.Search in Google Scholar

Bray, J. D., & Rodriguez-Marek, A. (2004). Characterization of forward-directivity ground motions in the near-fault region. Soil dynamics and earthquake engineering, 24(11), 815-828.10.1016/j.soildyn.2004.05.001Search in Google Scholar

Comartin, C. D., Niewiarowski, R. W., Freeman, S. A., & Turner, F. M. (2000). Seismic evaluation and retrofit of concrete buildings: a practical overview of the ATC 40 Document. Earthquake Spectra, 16(1), 241-261.10.1193/1.1586093Open DOISearch in Google Scholar

Dadkhah, H., & Noruzvand, M. (2017). Optimal Response-Related Weighting Matrices to Control Semi-Active Base Isolation Systems. Slovak Journal of Civil Engineering, 25(2), 24-32.10.1515/sjce-2017-0009Search in Google Scholar

Fema, F. (1997). FEMA 273-274: NEHRP Guidelines for the Seismic Rehabilitation of Buildings and Commentary: FEMA.Search in Google Scholar

Fintel, M., & Khan, F. R. (1969). Shock-absorbing soft story concept for multistory earthquake structures. Paper presented at the Journal Proceedings.Search in Google Scholar

Green, N. B. (1935). Flexible first-story construction for earthquake resistance. Paper presented at the Proceedings of the American Society of Civil Engineers.10.1061/TACEAT.0004638Search in Google Scholar

Gupta, S., & Santhi, D. M. H. (2015). Dynamic Analysis of Soft Storey Frame with Isolators. IJMTST, ISSN, 2455-3778.Search in Google Scholar

Habibullah, A., & Wilson, E. (2005). SAP 2000” Static and Dynamic Finite Element Analysis of Structures. Computers and Structures Inc. Berkeley, California.Search in Google Scholar

Hall, J. F., Heaton, T. H., Halling, M. W., & Wald, D. J. (1995). Near-source ground motion and its effects on flexible buildings. Earthquake Spectra, 11(4), 569-605.10.1193/1.1585828Open DOISearch in Google Scholar

Hameed, A., Koo, M.-S., Dai Do, T., & Jeong, J.-H. (2008). Effect of lead rubber bearing characteristics on the response of seismic-isolated bridges. KSCE Journal of Civil Engineering, 12(3), 187-196.10.1007/s12205-008-0187-9Open DOISearch in Google Scholar

Heaton, T. H., Hall, J. F., Wald, D. J., & Halling, M. W. (1995). Response of high-rise and base-isolated buildings to a hypothetical Mw 7.0 blind thrust earthquake. Science, 267(5195), 206.Search in Google Scholar

Hejazi, F., Jilani, S., Noorzaei, J., Chieng, C., Jaafar, M., & Ali, A. A. (2011). Effect of soft story on structural response of high rise buildings. Paper presented at the IOP Conference Series: Materials Science and Engineering.Search in Google Scholar

Higashino, M., & Okamoto, S. (2006). Response control and seismic isolation of buildings: Routledge.10.4324/9780203018866Search in Google Scholar

Jacobsen, L. S. (1938). Effects of a flexible first story in a building located on vibrating ground. S. Timoshenko 60th Anniversary Volume, 93-103.Search in Google Scholar

Jangid, R. (2007). Optimum lead-rubber isolation bearings for near-fault motions. Engineering structures, 29(10), 2503-2513.10.1016/j.engstruct.2006.12.010Search in Google Scholar

Jankowski, R., Wilde, K., & Fujino, Y. (2000). Reduction of pounding effects in elevated bridges during earthquakes. Earthquake engineering & structural dynamics, 29(2), 195-212.10.1002/(SICI)1096-9845(200002)29:2<195::AID-EQE897>3.0.CO;2-3Search in Google Scholar

Kelly, T. (2001). Base isolation of structures: Design guidelines. Auckland: Holmes Consulting Group Ltd.Search in Google Scholar

Makris, N. (1997). Rigidity-plasticity-viscosity: Can electrorheological dampers protect base-isolated structures from near-source ground motions? Earthquake Engineering and Structural Dynamics, 26(5), 571-592.10.1002/(SICI)1096-9845(199705)26:5<571::AID-EQE658>3.0.CO;2-6Search in Google Scholar

Makris, N., & Chang, S.-P. (2000). Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures. Earthquake engineering & structural dynamics, 29(1), 85-107.10.1002/(SICI)1096-9845(200001)29:1<85::AID-EQE902>3.0.CO;2-NSearch in Google Scholar

Martel, R. (1929). The effects of earthquakes on buildings with a flexible first story. Bulletin of the Seismological Society of America, 19(3), 167-178.10.1785/BSSA0190030167Search in Google Scholar

Mortezaei, A., Ronagh, H. R., & Kheyroddin, A. (2010). Seismic evaluation of FRP strengthened RC buildings subjected to nearfault ground motions having fling step. Composite Structures, 92(5), 1200-1211.10.1016/j.compstruct.2009.10.017Search in Google Scholar

Naeim, F., & Kelly, J. M. (1999). Design of seismic isolated structures: from theory to practice: John Wiley & Sons. 10.1002/9780470172742Search in Google Scholar

Nittmannová, Ľ., & Magura, M. (2016). Interaction of Reinforced Elastomeric Bearings in Bridge Construction. Slovak Journal of Civil Engineering, 24(1), 34-40.10.1515/sjce-2016-0005Search in Google Scholar

Ounis, H. M., & Ounis, A. (2013). Parameters Influencing the Response of a Base-Isolated Building. Slovak Journal of Civil Engineering, 21(3), 31-42.10.2478/sjce-2013-0014Search in Google Scholar

Providakis, C. (2008). Pushover analysis of base-isolated steel-concrete composite structures under near-fault excitations. Soil dynamics and earthquake engineering, 28(4), 293-304.10.1016/j.soildyn.2007.06.012Search in Google Scholar

Robinson, W. H. (1982a). Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes. Earthquake engineering & structural dynamics, 10(4), 593-604.10.1002/eqe.4290100408Search in Google Scholar

Robinson, W. H. (1982b). Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes Earthquake engineering & structural dynamics (Vol. 10, pp. 593-604).10.1002/eqe.4290100408Search in Google Scholar

Rodriguez-Marek, A., & Bray, J. D. (2006). Seismic site response for near-fault forward directivity ground motions. Journal of Geotechnical and Geoenvironmental Engineering, 132(12), 1611-1620.10.1061/(ASCE)1090-0241(2006)132:12(1611)Search in Google Scholar

Sasani, M. (2006). New measure for severity of near-source seismic ground motion. Journal of Structural Engineering, 132(12), 1997-2005.10.1061/(ASCE)0733-9445(2006)132:12(1997)Search in Google Scholar

Sharbatdar, M., Vaez, S. H., Amiri, G. G., & Naderpour, H. (2011). Seismic response of base-isolated structures with LRB and FPS under near fault ground motions. Procedia Engineering, 14, 3245-3251.10.1016/j.proeng.2011.07.410Search in Google Scholar

Skinner, R., Kelly, J., & Heine, A. (1974). Hysteretic dampers for earthquake-resistant structures. Earthquake engineering & structural dynamics, 3(3), 287-296.10.1002/eqe.4290030307Search in Google Scholar

Skinner, R., Robinson, W., & McVerry, G. (1993). An introduction to seismic isolationJohn Wiley and Sons. New York.Search in Google Scholar

Skinner, R. I., Robinson, W. H., & McVerry, G. H. (1993). An introduction to seismic isolation: John Wiley & Sons.Search in Google Scholar

Tothong, P., Cornell, C. A., & Baker, J. (2007). Explicit directivity- pulse inclusion in probabilistic seismic hazard analysis. Earthquake Spectra, 23(4), 867-891.10.1193/1.2790487Open DOISearch in Google Scholar