Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis
Evaluacija seizmičkih performansi interakcije tlo-šip-stub mosta INDA analizom
Апстракт
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.
U radu je prikazana procedura evaluacije seizmičkih performansi interakcije tlo-šip-stub
mosta inkrementalnom nelinearnom dinamičkom analizom (INDA). Postprocesiranje INDA analiza je
sprovedeno posebno za stub, a posebno za šip, tako da su konstruisane krive PGA=f(DR) u
kapacitativnom domenu. Za ovako konstruisane krive određeni su IO, CP i GI performansni nivoi, a
na osnovu određenih DR i PGA parametara sprovedene su regresione analize. Krive povredljivosti su
konstruisane na osnovu rešenja regresione analize i teorije verovatnoće log-normalne raspodele, a za
PGA meru intenziteta. Takođe, konstruisane su i krive pouzdanosti na osnovu rešenja analize
povredljivosti.
Кључне речи:
INDA, / seismic performance / fragility / reliability / artificial accelerograms / seizmičke performanse / povredljivost / pouzdanost / veštački akcelerogramiИзвор:
INDIS’2015, November 25-27, Novi Sad., 2015Издавач:
- iNDiS 2015
- UNIVERSITY OF NOVI SAD FACULTY OF TECHNICAL SCIENCES
- Department of Civil Engineering and Geodesy - Faculty of Technical Sciences Novi Sad
Напомена:
- INDIS’2015, November 25-27, Novi Sad PLANNING, DESIGN, CONSTRUCTION AND RENEWAL IN THE CIVIL ENGINEERING International Scientific Conference
Колекције
Институција/група
Inovacioni centarTY - CONF AU - Ćosić, Mladen AU - Folić, Boris AU - Folić, Radomir AU - Šušić, Nenad PY - 2015 UR - https://machinery.mas.bg.ac.rs/handle/123456789/7436 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. AB - U radu je prikazana procedura evaluacije seizmičkih performansi interakcije tlo-šip-stub mosta inkrementalnom nelinearnom dinamičkom analizom (INDA). Postprocesiranje INDA analiza je sprovedeno posebno za stub, a posebno za šip, tako da su konstruisane krive PGA=f(DR) u kapacitativnom domenu. Za ovako konstruisane krive određeni su IO, CP i GI performansni nivoi, a na osnovu određenih DR i PGA parametara sprovedene su regresione analize. Krive povredljivosti su konstruisane na osnovu rešenja regresione analize i teorije verovatnoće log-normalne raspodele, a za PGA meru intenziteta. Takođe, konstruisane su i krive pouzdanosti na osnovu rešenja analize povredljivosti. PB - iNDiS 2015 PB - UNIVERSITY OF NOVI SAD FACULTY OF TECHNICAL SCIENCES PB - Department of Civil Engineering and Geodesy - Faculty of Technical Sciences Novi Sad C3 - INDIS’2015, November 25-27, Novi Sad. T1 - Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis T1 - Evaluacija seizmičkih performansi interakcije tlo-šip-stub mosta INDA analizom UR - https://hdl.handle.net/21.15107/rcub_machinery_7436 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., U radu je prikazana procedura evaluacije seizmičkih performansi interakcije tlo-šip-stub mosta inkrementalnom nelinearnom dinamičkom analizom (INDA). Postprocesiranje INDA analiza je sprovedeno posebno za stub, a posebno za šip, tako da su konstruisane krive PGA=f(DR) u kapacitativnom domenu. Za ovako konstruisane krive određeni su IO, CP i GI performansni nivoi, a na osnovu određenih DR i PGA parametara sprovedene su regresione analize. Krive povredljivosti su konstruisane na osnovu rešenja regresione analize i teorije verovatnoće log-normalne raspodele, a za PGA meru intenziteta. Takođe, konstruisane su i krive pouzdanosti na osnovu rešenja analize povredljivosti.", publisher = "iNDiS 2015, UNIVERSITY OF NOVI SAD FACULTY OF TECHNICAL SCIENCES, Department of Civil Engineering and Geodesy - Faculty of Technical Sciences Novi Sad", journal = "INDIS’2015, November 25-27, Novi Sad.", title = "Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis, Evaluacija seizmičkih performansi interakcije tlo-šip-stub mosta INDA analizom", url = "https://hdl.handle.net/21.15107/rcub_machinery_7436" }
Ćosić, M., Folić, B., Folić, R.,& Šušić, N.. (2015). Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis. in INDIS’2015, November 25-27, Novi Sad. iNDiS 2015.. https://hdl.handle.net/21.15107/rcub_machinery_7436
Ćosić M, Folić B, Folić R, Šušić N. Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis. in INDIS’2015, November 25-27, Novi Sad.. 2015;. https://hdl.handle.net/21.15107/rcub_machinery_7436 .
Ćosić, Mladen, Folić, Boris, Folić, Radomir, Šušić, Nenad, "Performance-Based Seismic Evaluation of Soil-Pile-Bridge Pier Interaction Using Incremental Nonlinear Dynamic Analysis" in INDIS’2015, November 25-27, Novi Sad. (2015), https://hdl.handle.net/21.15107/rcub_machinery_7436 .