Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using INDA
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The purpose of this paper is to present the methodology for performance-based seismic evaluation of soil-pile-bridge pier interaction using the incremental nonlinear dynamic analysis (INDA). The INDA analysis was post processed separately for the pier and for the pile, so that the constructed PGA=f(DR) curves are in the capacitive domain. For these curves the authors identified the IO, CP i GI performance levels, while the regression analyses were conducted based on the specific DR and PGA parameters. Fragility curves were constructed based on the solutions of regression analysis and the probability theory of log-normal distribution. Based on the results of fragility analysis, reliability curves were also constructed.
Keywords:
INDA / seismic performance / fragility / reliability / artificial accelerogramsSource:
INDIS 2015, 13th International Sientific Conference on Planning, Design, Construction and Building Renewal, Novi Sad, Serbia, 2015, 1-10Publisher:
- Departman za građevinarstvo i geodeziju, Fakultet tehničkih nauka, Univerzitet u Novom Sadu, Novi Sad, Srbija
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Institut za ispitivanje materijalaTY - CONF AU - Ćosić, Mladen AU - Folić, Boris AU - Folić, Radomir AU - Šušić, Nenad PY - 2015 UR - http://rims.institutims.rs/handle/123456789/741 AB - The purpose of this paper is to present the methodology for performance-based seismic evaluation of soil-pile-bridge pier interaction using the incremental nonlinear dynamic analysis (INDA). The INDA analysis was post processed separately for the pier and for the pile, so that the constructed PGA=f(DR) curves are in the capacitive domain. For these curves the authors identified the IO, CP i GI performance levels, while the regression analyses were conducted based on the specific DR and PGA parameters. Fragility curves were constructed based on the solutions of regression analysis and the probability theory of log-normal distribution. Based on the results of fragility analysis, reliability curves were also constructed. PB - Departman za građevinarstvo i geodeziju, Fakultet tehničkih nauka, Univerzitet u Novom Sadu, Novi Sad, Srbija C3 - INDIS 2015, 13th International Sientific Conference on Planning, Design, Construction and Building Renewal, Novi Sad, Serbia T1 - Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using INDA EP - 10 SP - 1 UR - https://hdl.handle.net/21.15107/rcub_rims_741 ER -
@conference{ author = "Ćosić, Mladen and Folić, Boris and Folić, Radomir and Šušić, Nenad", year = "2015", abstract = "The purpose of this paper is to present the methodology for performance-based seismic evaluation of soil-pile-bridge pier interaction using the incremental nonlinear dynamic analysis (INDA). The INDA analysis was post processed separately for the pier and for the pile, so that the constructed PGA=f(DR) curves are in the capacitive domain. For these curves the authors identified the IO, CP i GI performance levels, while the regression analyses were conducted based on the specific DR and PGA parameters. Fragility curves were constructed based on the solutions of regression analysis and the probability theory of log-normal distribution. Based on the results of fragility analysis, reliability curves were also constructed.", publisher = "Departman za građevinarstvo i geodeziju, Fakultet tehničkih nauka, Univerzitet u Novom Sadu, Novi Sad, Srbija", journal = "INDIS 2015, 13th International Sientific Conference on Planning, Design, Construction and Building Renewal, Novi Sad, Serbia", title = "Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using INDA", pages = "10-1", url = "https://hdl.handle.net/21.15107/rcub_rims_741" }
Ćosić, M., Folić, B., Folić, R.,& Šušić, N.. (2015). Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using INDA. in INDIS 2015, 13th International Sientific Conference on Planning, Design, Construction and Building Renewal, Novi Sad, Serbia Departman za građevinarstvo i geodeziju, Fakultet tehničkih nauka, Univerzitet u Novom Sadu, Novi Sad, Srbija., 1-10. https://hdl.handle.net/21.15107/rcub_rims_741
Ćosić M, Folić B, Folić R, Šušić N. Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using INDA. in INDIS 2015, 13th International Sientific Conference on Planning, Design, Construction and Building Renewal, Novi Sad, Serbia. 2015;:1-10. https://hdl.handle.net/21.15107/rcub_rims_741 .
Ćosić, Mladen, Folić, Boris, Folić, Radomir, Šušić, Nenad, "Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using INDA" in INDIS 2015, 13th International Sientific Conference on Planning, Design, Construction and Building Renewal, Novi Sad, Serbia (2015):1-10, https://hdl.handle.net/21.15107/rcub_rims_741 .