How to cite this paper
Puppio, M., Giresini, L., Doveri, F & Sassu, M. (2019). Structural irregularity: The analysis of two reinforced concrete (r.c.) buildings.Engineering Solid Mechanics, 7(1), 13-34.
Refrences
Alecci, V., Briccoli Bati, S., & Ranocchiai, G. (2009). Study of Brick Masonry Columns Confined with CFRP Composite. Journal of Composites for Construction , 13, 179–187.
American Society of Civil Engineers (ASCE). (2000). FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Building.
Andreini, M., Caliò, I., Cannizzaro, F., De Falco, A., Giresini, L., Pantò, B., & Sassu, M. (2014). Seismic assessment of the historical mixed masonry-reinforced concrete government Palace in La Spezia. In 9th International Conference on Structural Analysis of Historical Constructions.
Biondini, F., Bontempi, F., Frangopol, D. M., & Malerba, P. G. (2006). Probabilistic service life assessment and maintenance planning of concrete structures. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 132(5), 810–825.
Biondini, F., Camnasio, E., & Titi, A. (2015). Seismic resilience of concrete structures under corrosion. Earthquake Engineering and Structural Dynamics, 44(14), 2445–2466.
Bonannini, E., Cinotti, M., Puppio, M. L., & Sassu, M. (2017). Seismic response of a stock of social housings in Italy with R . C . and masonry materials . (Vol. 102, pp. 285–291). Advances in Engineering Research (AER), volume 102 285 Second International Conference on Mechanics, Materials and Structural Engineering (ICMMSE 2017).
Bosco, M., Ferrara, G. A. F., Ghersi, A., Marino, E. M., & Rossi, P. P. (2015). Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities. Engineering Structures, 99, 373–387.
Bosco, M., Ferrara, G. A. F., Ghersi, A., Marino, E. M., & Rossid, P. P. (2015). Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods. Earthquake and Structures, 8(2), 401–422.
Carley, K. M., Kamneva, N. Y., & Reminga, J. (2004). Response Surface Methodology 1 CASOS Technical Report, (October).
Çelebi, M., Bazzurro, P., Chiaraluce, L., Clemente, P., Decanini, L., Desortis, A., … Stephens, C. (2010). Recorded motions of the 6 April 2009 Mw 6.3 L’Aquila, Italy, earthquake and implications for building structural damage: Overview. Earthquake Spectra, 26(3), 651–684.
CMIT. (2009). Circolare del Ministro delle Infrastrutture e dei Trasporti 2 febbraio 2009, n. 617, contenente le Istruzioni per l’applicazione delle “Nuove norme tecniche per le costruzioni” di cui al DM 14 gennaio 2008. Gazzetta Ufficiale della Repubblica Italiana n. 47 del 26 febbraio 2009, Supplemento Ordinario n. 27.
Consiglio Nazionale delle Ricerche. (2013). CNR-DT 212/2013. Istruzioni per la Valutazione Affidabilistica della Sicurezza Sismica di Edifici Esistenti.
De Stefano, M., & Pintucchi, B. (2002). A model for analyzing inelastic seismic response of plan-irregular building structures. In 15th ASCE Engineering Mechanics Conference. New York.
De Stefano, M., & Pintuchi, B. (2010). Predicting torsion-induced lateral displacements for pushover analysis: Influence of torsional system characteristics. Earthquake Engineering and Structural Dynamics, 39(March), 1369–1394. https://doi.org/10.1002/eqe
De Stefano, M., Tanganelli, M., & Viti, S. (2014). Variability in concrete mechanical properties as a source of in-plan irregularity for existing RC framed structures. Engineering Structures, 59, 161–172.
EC8-1. (2004). Eurocode 8: Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. Brussels: European Committee for Standardization.
EC8-3. (2005). Eurocode 8: Design of structures for earthquake resistance—Part 3: Assessment and retrofitting of buildings. Brussels: European Committee for Standardization.
EN 1998-1. (2004). EN 1998-1: Eurocode 8 - Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. CEN, 1, 1–229.
Fajfar, P. (2000). A Nonlinear Analysis Method for Performance-Based Seismic Design. Earthquake Spectra, 16, 573–592. https://doi.org/10.1193/1.1586128
Fajfar, P., Marusic, D., & Perus, I. (2005). Torsional Effects in the Pushover-Based Seismic Analysis of Buildings. Journal of Earthquake Engineering, 9(6), 831–854.
FEMA. (2006). Techniques for the Seismic Rehabilitation of Existing Buildings FEMA 547. Federal Emergency Management Agency, Washington, D.C., 571.
Garcia, O., Islas, A., & Ayala, A. G. (2004). Effect of the In-Plan Distribution of Strength on the Non-Linear Seismic Response of Torsionally Coupled Buildings. 13th World Conference on Earthquake Engineering , (1891), Paper No. 1891.
Grünthal, G. (1998). European Macroseismic Scale 1998. European Center of Geodynamics and … (Vol. 15). Retrieved from http://scholar.google.com/scholar?hl=en&btnG=Search&q=intitle:European+Macroseismic+Scale+1998#0
Humar, J. L., & Kumar, P. (1999). Effect of orthogonal inplane structural elements on inelastic torsional response. Earthquake Engineering and Structural Dynamics, 28(10), 1071–1097.
Keskikuru, T., Kokotti, H., Lammi, S., & Kalliokoski, P. (2001). Effect of strength deterioration on inelastic seismic torsional behaviour of asymmetric RC buildings. Building and Environment, 36(10), 1109–1118.
Lavan, O., & de Stefano, M. (2013). Seismic behaviour and design of irregular and complex civil structures. Geotechnical, Geological and Earthquake Engineering, 24.
Manfredi, V., & Masi, A. (2011). Seismic assessment of existing rc buildings based on different hazard maps. Bollettino Di Geofisica Teorica Ed Applicata, 52(2), 1–20. https://doi.org/10.1061/(ASCE)ST.1943-541X.209; (2008) Nuove Norme Tecniche Per Le Costruzioni NTC2008, , NTC2008 - Decreto Ministeriale D.M. G. U. n. 29, 04.02.2008 - Supplemento Ordinario n. 30 (in Italian); (2003) Primi Elementi In Materia Di Criteri Generali Per La Classificazione Sismica Del Territorio Nazionale E Di Normative Tecniche Per Le Costruzioni In Zona Sismica, , OPCM3274-Ordinanza del Presidente del Consiglio dei Ministri n.3274/2003, Supplemento ordinario G. U. n. 105, 8 maggio 2003 (in Italian
Maru, D., & Fajfar, P. (2005). On the inelastic seismic response of asymmetric buildings under bi-axial excitation. Earthquake Engineering and Structural Dynamics, 34(8), 943–963.
Mittal, A. K., & Jain, A. K. (1995). Effective strength eccentricity concept for inelastic analysis of asymmetric structures. Earthquake Engineering & Structural Dynamics, 24(1), 69–84.
Montgomery, C. (n.d.). Progettazione e analisi degli esperimenti, 1–18.
Muller, D., Forster, V., & Graunbner, C.-A. (2017). Influence of Material Spatial Variability on the Reliability of Masonry Walls in Compression. In 13th Canadian Masonry Symposium, At Halifax.
Prestandard and Commentary for the Seismic Rehabilitation of Buildings - FEMA 356. (2000).
Puppio, M., Pellegrino, M., Giresini, L., & Sassu, M. (2017). Effect of Material Variability and Mechanical Eccentricity on the Seismic Vulnerability Assessment of Reinforced Concrete Buildings. Buildings, 7(4), 66.
Sadek, A. W., & Tso, W. K. (1989). Strength eccentricity concept for inelastic analysis of asymmetrical structures. Engineering Structures, 11(3), 189–194. https://doi.org/10.1016/0141-0296(89)90006-0
Sassu, M., Puppio, M. L., & Mannari, E. (2017). Seismic Reinforcement of a R.C. School Structure with Strength Irregularities throughout External Bracing Walls. Buildings, 7(3), 58.
Shinozuka, M., Feng, M. Q., Lee, J., & Naganuma, T. (2000). Statistical Analysis of Fragility Curves. Journal of Engineering Mechanics, 126(12), 1224–1231.
Sudret, B., Mai, C., & Konakli, K. (2014). Assessment of the lognormality assumption of seismic fragility curves using non-parametric representations, (April), 1157–1174.
Tanganelli, M., Viti, S., De Stefano, M., & Reinhorn, A. M. (2013). Influence of Infill Panels on the Seismic Response of Existing RC Builidings: A Case Study. In O. Lavan & M. De Stefano (Eds.), Seismic Behaviour and Design of Irregular and Complex Civili Structures. Geotechnical, Geological and Earthquake Engineering.
Titi, A., Biondini, F., & Frangopol, D. M. (2016). Cost-based recovery processes and seismic resilience of aging bridges.
Varadharajan, S., Sehgal, V. K., & Saini, B. (2012). Review of different structural irregularities in buildings. Journal of Structural Engineering (India), 39(5), 538–563.
Vona, M. (2014). Fragility Curves of Existing RC Buildings Based on Specific Structural Performance Levels. Open Journal of Civil Engineering, 04(02), 120–134.
American Society of Civil Engineers (ASCE). (2000). FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Building.
Andreini, M., Caliò, I., Cannizzaro, F., De Falco, A., Giresini, L., Pantò, B., & Sassu, M. (2014). Seismic assessment of the historical mixed masonry-reinforced concrete government Palace in La Spezia. In 9th International Conference on Structural Analysis of Historical Constructions.
Biondini, F., Bontempi, F., Frangopol, D. M., & Malerba, P. G. (2006). Probabilistic service life assessment and maintenance planning of concrete structures. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 132(5), 810–825.
Biondini, F., Camnasio, E., & Titi, A. (2015). Seismic resilience of concrete structures under corrosion. Earthquake Engineering and Structural Dynamics, 44(14), 2445–2466.
Bonannini, E., Cinotti, M., Puppio, M. L., & Sassu, M. (2017). Seismic response of a stock of social housings in Italy with R . C . and masonry materials . (Vol. 102, pp. 285–291). Advances in Engineering Research (AER), volume 102 285 Second International Conference on Mechanics, Materials and Structural Engineering (ICMMSE 2017).
Bosco, M., Ferrara, G. A. F., Ghersi, A., Marino, E. M., & Rossi, P. P. (2015). Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities. Engineering Structures, 99, 373–387.
Bosco, M., Ferrara, G. A. F., Ghersi, A., Marino, E. M., & Rossid, P. P. (2015). Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods. Earthquake and Structures, 8(2), 401–422.
Carley, K. M., Kamneva, N. Y., & Reminga, J. (2004). Response Surface Methodology 1 CASOS Technical Report, (October).
Çelebi, M., Bazzurro, P., Chiaraluce, L., Clemente, P., Decanini, L., Desortis, A., … Stephens, C. (2010). Recorded motions of the 6 April 2009 Mw 6.3 L’Aquila, Italy, earthquake and implications for building structural damage: Overview. Earthquake Spectra, 26(3), 651–684.
CMIT. (2009). Circolare del Ministro delle Infrastrutture e dei Trasporti 2 febbraio 2009, n. 617, contenente le Istruzioni per l’applicazione delle “Nuove norme tecniche per le costruzioni” di cui al DM 14 gennaio 2008. Gazzetta Ufficiale della Repubblica Italiana n. 47 del 26 febbraio 2009, Supplemento Ordinario n. 27.
Consiglio Nazionale delle Ricerche. (2013). CNR-DT 212/2013. Istruzioni per la Valutazione Affidabilistica della Sicurezza Sismica di Edifici Esistenti.
De Stefano, M., & Pintucchi, B. (2002). A model for analyzing inelastic seismic response of plan-irregular building structures. In 15th ASCE Engineering Mechanics Conference. New York.
De Stefano, M., & Pintuchi, B. (2010). Predicting torsion-induced lateral displacements for pushover analysis: Influence of torsional system characteristics. Earthquake Engineering and Structural Dynamics, 39(March), 1369–1394. https://doi.org/10.1002/eqe
De Stefano, M., Tanganelli, M., & Viti, S. (2014). Variability in concrete mechanical properties as a source of in-plan irregularity for existing RC framed structures. Engineering Structures, 59, 161–172.
EC8-1. (2004). Eurocode 8: Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. Brussels: European Committee for Standardization.
EC8-3. (2005). Eurocode 8: Design of structures for earthquake resistance—Part 3: Assessment and retrofitting of buildings. Brussels: European Committee for Standardization.
EN 1998-1. (2004). EN 1998-1: Eurocode 8 - Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. CEN, 1, 1–229.
Fajfar, P. (2000). A Nonlinear Analysis Method for Performance-Based Seismic Design. Earthquake Spectra, 16, 573–592. https://doi.org/10.1193/1.1586128
Fajfar, P., Marusic, D., & Perus, I. (2005). Torsional Effects in the Pushover-Based Seismic Analysis of Buildings. Journal of Earthquake Engineering, 9(6), 831–854.
FEMA. (2006). Techniques for the Seismic Rehabilitation of Existing Buildings FEMA 547. Federal Emergency Management Agency, Washington, D.C., 571.
Garcia, O., Islas, A., & Ayala, A. G. (2004). Effect of the In-Plan Distribution of Strength on the Non-Linear Seismic Response of Torsionally Coupled Buildings. 13th World Conference on Earthquake Engineering , (1891), Paper No. 1891.
Grünthal, G. (1998). European Macroseismic Scale 1998. European Center of Geodynamics and … (Vol. 15). Retrieved from http://scholar.google.com/scholar?hl=en&btnG=Search&q=intitle:European+Macroseismic+Scale+1998#0
Humar, J. L., & Kumar, P. (1999). Effect of orthogonal inplane structural elements on inelastic torsional response. Earthquake Engineering and Structural Dynamics, 28(10), 1071–1097.
Keskikuru, T., Kokotti, H., Lammi, S., & Kalliokoski, P. (2001). Effect of strength deterioration on inelastic seismic torsional behaviour of asymmetric RC buildings. Building and Environment, 36(10), 1109–1118.
Lavan, O., & de Stefano, M. (2013). Seismic behaviour and design of irregular and complex civil structures. Geotechnical, Geological and Earthquake Engineering, 24.
Manfredi, V., & Masi, A. (2011). Seismic assessment of existing rc buildings based on different hazard maps. Bollettino Di Geofisica Teorica Ed Applicata, 52(2), 1–20. https://doi.org/10.1061/(ASCE)ST.1943-541X.209; (2008) Nuove Norme Tecniche Per Le Costruzioni NTC2008, , NTC2008 - Decreto Ministeriale D.M. G. U. n. 29, 04.02.2008 - Supplemento Ordinario n. 30 (in Italian); (2003) Primi Elementi In Materia Di Criteri Generali Per La Classificazione Sismica Del Territorio Nazionale E Di Normative Tecniche Per Le Costruzioni In Zona Sismica, , OPCM3274-Ordinanza del Presidente del Consiglio dei Ministri n.3274/2003, Supplemento ordinario G. U. n. 105, 8 maggio 2003 (in Italian
Maru, D., & Fajfar, P. (2005). On the inelastic seismic response of asymmetric buildings under bi-axial excitation. Earthquake Engineering and Structural Dynamics, 34(8), 943–963.
Mittal, A. K., & Jain, A. K. (1995). Effective strength eccentricity concept for inelastic analysis of asymmetric structures. Earthquake Engineering & Structural Dynamics, 24(1), 69–84.
Montgomery, C. (n.d.). Progettazione e analisi degli esperimenti, 1–18.
Muller, D., Forster, V., & Graunbner, C.-A. (2017). Influence of Material Spatial Variability on the Reliability of Masonry Walls in Compression. In 13th Canadian Masonry Symposium, At Halifax.
Prestandard and Commentary for the Seismic Rehabilitation of Buildings - FEMA 356. (2000).
Puppio, M., Pellegrino, M., Giresini, L., & Sassu, M. (2017). Effect of Material Variability and Mechanical Eccentricity on the Seismic Vulnerability Assessment of Reinforced Concrete Buildings. Buildings, 7(4), 66.
Sadek, A. W., & Tso, W. K. (1989). Strength eccentricity concept for inelastic analysis of asymmetrical structures. Engineering Structures, 11(3), 189–194. https://doi.org/10.1016/0141-0296(89)90006-0
Sassu, M., Puppio, M. L., & Mannari, E. (2017). Seismic Reinforcement of a R.C. School Structure with Strength Irregularities throughout External Bracing Walls. Buildings, 7(3), 58.
Shinozuka, M., Feng, M. Q., Lee, J., & Naganuma, T. (2000). Statistical Analysis of Fragility Curves. Journal of Engineering Mechanics, 126(12), 1224–1231.
Sudret, B., Mai, C., & Konakli, K. (2014). Assessment of the lognormality assumption of seismic fragility curves using non-parametric representations, (April), 1157–1174.
Tanganelli, M., Viti, S., De Stefano, M., & Reinhorn, A. M. (2013). Influence of Infill Panels on the Seismic Response of Existing RC Builidings: A Case Study. In O. Lavan & M. De Stefano (Eds.), Seismic Behaviour and Design of Irregular and Complex Civili Structures. Geotechnical, Geological and Earthquake Engineering.
Titi, A., Biondini, F., & Frangopol, D. M. (2016). Cost-based recovery processes and seismic resilience of aging bridges.
Varadharajan, S., Sehgal, V. K., & Saini, B. (2012). Review of different structural irregularities in buildings. Journal of Structural Engineering (India), 39(5), 538–563.
Vona, M. (2014). Fragility Curves of Existing RC Buildings Based on Specific Structural Performance Levels. Open Journal of Civil Engineering, 04(02), 120–134.