Higher Mode Effects in Pushover Analysis of Irregular Masonry Buildings

References

• Antoniou, S. and Pinho, R. [2004] “Development and verification of a displacement-based adaptive pushover procedure,” Journal of Earthquake Engineering 8(5), 643–661. doi:10.1080/13632460409350504.
   Web of Science ®Google Scholar
• Avila Velez, L. [2014] “Seismic behavior of concrete block masonry buildings,” Ph.D. thesis, Department of Civil Engineering, School of Engineeirng, University of Minho, Guimaraes, Portugal.
   Google Scholar
• Azizi-Bondarabadi, H. [2018] “Analytical and empirical seismic fragility analysis of irregular URM buildings with box behavior,” Ph.D. thesis, Department of Civil Engineering, University of Minho, Guimaraes, Portugal.
   Google Scholar
• Bhatt, C. and Bento, R. [2011] “Assessing the seismic response of existing RC buildings using the extended N2 method,” Bulletin of Earthquake Engineering 9(4), 1183–1201. doi:10.1007/s10518-011-9252-8.
   Web of Science ®Google Scholar
• Bhatt, C. and Bento, R. [2012] “Comparison of nonlinear static methods for the seismic assessment of plan irregular frame buildings with non seismic details,” Journal of Earthquake Engineering 16(1), 15–39. doi:10.1080/13632469.2011.586085.
   Web of Science ®Google Scholar
• Bosco, M., Ferrara, G. A. F., Ghersi, A., Marino, E. M. and Rossi, P. P. [2015] “Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities,” Engineering Structures 99, 373–387. doi:10.1016/j.engstruct.2015.05.006.
   Web of Science ®Google Scholar
• Bosco, M., Ghersi, A. and Marino, E. M. [2012] “Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions,” Earthquake Engineering & Structural Dynamics 41(13), 1751–1773. doi:10.1002/eqe.2155.
   Web of Science ®Google Scholar
• Bosco, M., Ghersi, A., Marino, E. M. and Rossi, P. P. [2013a] “Comparison of nonlinear static methods for the assessment of asymmetric buildings,” Bulletin of Earthquake Engineering 11(6), 2287–2308. doi:10.1007/s10518-013-9516-6.
   Web of Science ®Google Scholar
• Bosco, M., Marino, E. M. and Rossi, P. P. [2013b] “An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings,” Bulletin of Earthquake Engineering 11(5), 1423–1445. doi:10.1007/s10518-013-9438-3.
   Web of Science ®Google Scholar
• Bracci, J. M., Kunnath, S. K. and Reinhorn, A. M. [1997] “Seismic performance and retrofit evaluation of reinforced concrete structures,” Journal of Structural Engineering 123(1), 3–10. doi:10.1061/(ASCE)0733-9445(1997)123:1(3).
   Web of Science ®Google Scholar
• Casarotti, C. and Pinho, R. [2007] “An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action,” Bulletin of Earthquake Engineering 5(3), 377–390. doi:10.1007/s10518-007-9031-8.
   Web of Science ®Google Scholar
• Cattari, S., Marino, S. and Lagomarsino, S. [2015] “Seismic assessment of plan irregular masonry buildings with flexible diaphragms,” Proceedings of the 10th Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Pacific, Sydney, Australia.
   Google Scholar
• Chopra, A. K. [2007] Dynamics of Structures –Theory and Applications to Earthquake Engineering, Prentice Hall, New Jersey.
   Google Scholar
• Chopra, A. K. and Goel, R. K. [2002] “A modal pushover analysis procedure for estimating seismic demands for buildings,” Earthquake Engineering & Structural Dynamics 31(3), 561–582. doi:10.1002/eqe.144.
   Web of Science ®Google Scholar
• Chopra, A. K. and Goel, R. K. [2004] “A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings,” Earthquake Engineering & Structural Dynamics 33(8), 903–927. doi:10.1002/eqe.380.
   Web of Science ®Google Scholar
• Chopra, A. K., Goel, R. K. and Chintanapakdee, C. [2004] “Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands,” Earthquake Spectra 20(3), 757–778. doi:10.1193/1.1775237.
   Web of Science ®Google Scholar
• Costa, A., Penna, A. and Magenes, G. [2011] “Seismic performance of autoclaved aerated concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation,” Journal of Earthquake Engineering 15(1), 1–31. doi:10.1080/13632461003642413.
   Web of Science ®Google Scholar
• D’ambrisi, A., De Stefano, M. and Tanganelli, M. [2009] “Use of pushover analysis for predicting seismic response of irregular buildings: A case study,” Journal of Earthquake Engineering 13(8), 1089–1100. doi:10.1080/13632460902898308.
   Web of Science ®Google Scholar
• De Stefano, M. and Mariani, V. [2014] “Pushover analysis for plan irregular building structures,” in Perspectives on European Earthquake Engineering and Seismology, ed. A. Ansal (Springer International Publishing, Cham, Switzerland) Vol. 34, pp. 429–448.
   Google Scholar
• De Stefano, M. and Pintucchi, B. [2010] “Predicting torsion-induced lateral displacements for pushover analysis: influence of torsional system characteristics,” Earthquake Engineering & Structural Dynamics 39(12), 1369–1394.
   Web of Science ®Google Scholar
• Elnashai, A. S. [2001] “Advanced inelastic static (pushover) analysis for earthquake applications,” Structural Engineering and Mechanics 12(1), 51–69. doi:10.12989/sem.2001.12.1.051.
   Web of Science ®Google Scholar
• En 1998-1. [2004] Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, CEN, Brussels.
   Google Scholar
• En 1998-3. [2005] Eurocode 8: Design of Structures for Earthquake Resistance - Part 3: Assessment and Retrofitting of Buildings, CEN, Brussels.
   Google Scholar
• Fajfar, P. [2000] “A nonlinear analysis method for performance‐based seismic design,” Earthquake Spectra 16(3), 573–592. doi:10.1193/1.1586128.
   Google Scholar
• Fajfar, P., Kilar, V., Marusic, D., Perus, I. and Magliulo, G. [2005a]. “The extension of the N2 method to asymmetric buildings,” 4th European Workshop on the Seismic Behavior of Irregular and Complex Structures, Thessaloniki, Greece.
   Google Scholar
• Fajfar, P., Marusic, D. and Perus, I. [2005b] “Torsional effects in the pushover-based seismic analysis of buildings,” Journal of Earthquake Engineering 9(6), 831–854. doi:10.1080/13632460509350568.
   Web of Science ®Google Scholar
• Fehling, E., Stuerz, J. and Emami, A. [2007] “Deliverable D7.1a: test results on the behaviour of masonry under static (monotonic and cyclic) in plane lateral loads,” ESECMaSE, University of Kassel, Institute of Structural Engineering, Retrieved from http://www.esecmase.org/doc/deliverables_public/D_7.1_UNIK.pdf.
   Google Scholar
• Gambarotta, L. and Lagomarsino, S. [1996]. “On the dynamic response of masonry panels (in Italian),” National Conference “Masonry Mechanics Between Theory and Practice.” Messina, Italy.
   Google Scholar
• Gambarotta, L. and Lagomarsino, S. [1997] “Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its applications,” Earthquake Engineering & Structural Dynamics 26(4), 441–462. doi:10.1002/(SICI)1096-9845(199704)26:4<441::AID-EQE651>3.0.CO;2-0.
   Web of Science ®Google Scholar
• Gelfi, P. [2006] “SIMQKE_GR – artificial earthquakes compatible with response spectra,” University of Brescia, Italy,
   Google Scholar
• Giordano, A., Guadagnuolo, M. and Faella, G. [2008]. “Pushover analysis of plan irregular masonry building,” 14th World conference on earthquake engineering (14 WCEE). Beijing, China.
   Google Scholar
• Graziotti, F., Magenes, G. and Penna, A. [2012]. “Experimental cyclic behaviour of stone masonry spandrels,” 15th World Conference on Earthquake Engineering (15 WCEE). Lisbon, Portugal. doi:10.1080/13632469.2019.1579770.
   Google Scholar
• Grünthal, G. [1998] “Cahiers du Centre Européen de Géodynamique et Séismologie: volume 15 – european Macroseismic Scale 1998 (EMS-98),” Eur. Cent. Geodyn. Seismol., Luxembourg.
   Google Scholar
• Guerrini, G., Graziotti, F., Penna, A. and Magenes, G. [2017] “Improved evaluation of inelastic displacement demands for short-period masonry structures,” Earthquake Engineering & Structural Dynamics 46, 1411–1430. doi:10.1002/eqe.2862.
   Web of Science ®Google Scholar
• Gupta, B. and Kunnath, S. K. [2000] “Adaptive spectra‐based pushover procedure for seismic evaluation of structures,” Earthquake Spectra 16(2), 367–392. doi:10.1193/1.1586117.
   Google Scholar
• Haach, V. [2009] “Development of a design method for reinforced masonry subjected to in-plane loading based on experimental and numerical analysis,” Ph.D. thesis, Department of Civil Engineering, University of Minho, Guimaraes, Portugal.
   Google Scholar
• Haach, V., Vasconcelos, G. and Lourenço, P. B. [2010] “Experimental analysis of reinforced concrete block masonry walls subjected to in-plane cyclic loading,” Journal of Structural Engineering 136(4), 452–462. doi:10.1061/(ASCE)ST.1943-541X.0000125.
   Web of Science ®Google Scholar
• Kreslin, M. and Fajfar, P. [2011] “The extended N2 method taking into account higher mode effects in elevation,” Earthquake Engineering & Structural Dynamics 40(14), 1571–1589. doi:10.1002/eqe.1104.
   Web of Science ®Google Scholar
• Kreslin, M. and Fajfar, P. [2012] “The extended N2 method considering higher mode effects in both plan and elevation,” Bulletin of Earthquake Engineering 10(2), 695–715. doi:10.1007/s10518-011-9319-6.
   Web of Science ®Google Scholar
• Lagomarsino, S. and Cattari, S. [2015] “Seismic performance of historical masonry structures through pushover and nonlinear dynamic analyses (Chapter 11),” in Perspectives on European Earthquake Engineering and Seismology, ed. A. Ansal (Springer,Cham, Switzerland) Vol. 39, pp. 265–292. doi:10.1007/978-3-319-16964-4.
   Google Scholar
• Lagomarsino, S., Penna, A., Galasco, A. and Cattari, S. [2012] “TREMURI program: seismic analyses of 3D masonry buildings,” Release 2.1.17 (research version), University of Genoa, Italy. doi:10.1080/13632469.2019.1579770.
   Google Scholar
• Lagomarsino, S., Penna, A., Galasco, A. and Cattari, S. [2013] “TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings,” Engineering Structures 56, 1787–1799. doi:10.1016/j.engstruct.2013.08.002.
   Web of Science ®Google Scholar
• Lourenço, P. B., Avila, L., Vasconcelos, G., Alves, J. P., Mendes, N. and Costa, C. A. [2013] “Experimental investigation on the seismic performance of masonry buildings using shaking table testing,” Bulletin of Earthquake Engineering 11(4), 1157–1190. doi:10.1007/s10518-012-9410-7.
   Web of Science ®Google Scholar
• Magenes, G. and Calvi, G. M. [1997] “In-plane seismic response of brick masonry walls,” Earthquake Engineering & Structural Dynamics 26(11), 1091–1112. doi:10.1002/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6.
   Web of Science ®Google Scholar
• Mann, W. and Muller, H. [1982] “Failure of shear-stressed masonry. An enlarged theory, tests and application to shear walls,” Proceedings of the British Ceramic Society: Engineering with Ceramics, ed. R. W. Davidge, British Ceramic Society, Stoke-on-Trent, UK, pp. 223–235.
   Google Scholar
• Marus Ić, D. and Fajfar, P. [2005] “On the inelastic seismic response of asymmetric buildings under bi-axial excitation,” Earthquake Engineering & Structural Dynamics 34(8), 943–963. doi:10.1002/eqe.463.
   Web of Science ®Google Scholar
• Moghadam, A. S. and Tso, W. K. [2000a] “3-D push-over analysis for damage assessment of buildings,” Journal of Seismic Earthquake Engineering 2(3), 23–31.
   Google Scholar
• Moghadam, A. S. and Tso, W. K. [2000b]. “Pushover analysis for asymmetric and set-back multi-story buildings,” 12th World Conference on Earthquake Engineering (12 WCEE), Auckland, New Zealand: 1093.
   Google Scholar
• Nakamura, Y., Derakhshan, H., Griffith, M. C., Magenes, G. and Sheikh, A. H. [2017] “Applicability of nonlinear static procedures for low-rise unreinforced masonry buildings with flexible diaphragms,” Engineering Structures 137, 1–18. doi:10.1016/j.engstruct.2017.01.049.
   Web of Science ®Google Scholar
• Palermo, M., Silvestri, S., Gasparini, G. and Trombetti, T. [2013] “Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems,” Bulletin of Earthquake Engineering 11(5), 1467–1491. doi:10.1007/s10518-013-9445-4.
   Web of Science ®Google Scholar
• Palermo, M., Silvestri, S., Gasparini, G. and Trombetti, T. [2017] “A comprehensive study on the seismic response of one-storey asymmetric systems,” Bulletin of Earthquake Engineering 15(4), 1497–1517. doi:10.1007/s10518-016-0030-5.
   Web of Science ®Google Scholar
• Paret, T. F., Sasaki, K. K., Eilbeck, D. H. and Freeman, S. A. [1996]. “Approximate inelastic procedures to identify failure mechanisms from higher mode effects,” 11th World Conference on Earthquake Engineering (11 WCEE), Acapulco, Mexico. pp. 2.
   Google Scholar
• Parisi, F., Augenti, N. and Prota, A. [2014] “Implications of the spandrel type on the lateral behavior of unreinforced masonry walls,” Earthquake Engineering & Structural Dynamics 43(12), 1867–1887. doi:10.1002/eqe.2441.
   Web of Science ®Google Scholar
• Penna, A., Lagomarsino, S. and Galasco, A. [2014] “A nonlinear macroelement model for the seismic analysis of masonry buildings,” Earthquake Engineering & Structural Dynamics 43(2), 159–179. doi:10.1002/eqe.2335.
   Web of Science ®Google Scholar
• Penna, A., Senaldi, I. E., Galasco, A. and Magenes, G. [2015] “Numerical simulation of shaking table tests on full-scale stone masonry buildings,” International Journal of Architectural Heritage doi:10.1080/15583058.2015.1113338.
   Web of Science ®Google Scholar
• Peruš, I. and Fajfar, P. [2005] “On the inelastic torsional response of single-storey structures under bi-axial excitation,” Earthquake Engineering & Structural Dynamics 34(8), 931–941. doi:10.1002/eqe.462.
   Web of Science ®Google Scholar
• Reinhorn, A. M. [1997] “Inelastic analysis techniques in seismic evaluations,” in Seismic Design Methodologies for the Next Generation of Codes, ed. H. Krawinkler and P. Fajfar (Balkema, Rotterdam), pp. 277–287.
   Google Scholar
• S.T.A.Data [2012] 3Muri program. Release 5.0.4 (commercial version), Retrieved from www.3muri.com.
   Google Scholar
• Trombetti, T. and Conte, J. P. [2005] “New insight into and simplified approach to seismic analysis of torsionally coupled one-story, elastic systems,” Journal of Sound and Vibration 286(1–2), 265–312. doi:10.1016/j.jsv.2004.10.021.
   Web of Science ®Google Scholar
• Tso, W. K. and Moghadam, A. S. [1997] “Seismic response of asymmetrical buildings using push-over analysis,” in Seismic Design Methodologies for the Next Generation of Codes, ed. H. Krawinkler and P. Fajfar (Balkema, Rotterdam), pp. 311–321.
   Google Scholar