Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction
Highlights Seismic assessment of bridge with two-column bents constructed with precast PT concrete columns. Numerical model of rocking columns in OpenSees validated using experimental data. Probabilistic seismic hazard analysis of three-dimensional bridge using nonlinear time-history analysis. ABC bridge bent with unbonded PT concrete columns designed using seismic fragility analysis. Seismic performance of fragility-designed PT bridge bent compared to cast-in-place bridge bent.
Abstract Accelerated Bridge Construction (ABC) is playing an increasingly large role in bridge construction within urban centers due to faster installation, improved quality and lower cost. Concrete columns are prefabricated and connected together with footings and cap beams using either grouted splice sleeves, socket connections, or through post-tensioning. Precast unbonded post-tensioned (PT) concrete columns are protected from damage due to their ability to mitigate seismic demand through rocking. A numerical model is developed for rocking columns which is validated using published data. Seismic assessment of a two-column bridge bent constructed with precast PT concrete columns is carried out; column height-to-width ratio and ratio of initial posttensioning force to axial column capacity are selected as the assessment parameters. Performance limits are defined for the bridge model using non-linear pushover analysis. Probabilistic seismic hazard analysis is carried out using nonlinear time-history analysis for a set of eighty ground motions. The results show that PT concrete columns provide sufficient re-centering to the bridge bent so that it remains serviceable after a large earthquake. An ABC bridge bent with unbonded PT concrete columns is designed using the outcome of seismic fragility analysis. The seismic performance of the fragility-designed PT bridge bent is compared to that of a bent with conventional cast-in-place (CIP) concrete columns using nonlinear time-history analysis. The seismic performance of the ABC PT bridge bent using fragility analysis satisfied performance objectives similar to a monolithic CIP bent designed according to the latest seismic design codes; in addition, the residual drift of the PT bent was practically zero. The fragility-informed approach for designing ABC bridge bents constructed with unbonded PT concrete columns presented is expected to promote post-earthquake serviceability and functional recovery after a large earthquake.
Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction
Highlights Seismic assessment of bridge with two-column bents constructed with precast PT concrete columns. Numerical model of rocking columns in OpenSees validated using experimental data. Probabilistic seismic hazard analysis of three-dimensional bridge using nonlinear time-history analysis. ABC bridge bent with unbonded PT concrete columns designed using seismic fragility analysis. Seismic performance of fragility-designed PT bridge bent compared to cast-in-place bridge bent.
Abstract Accelerated Bridge Construction (ABC) is playing an increasingly large role in bridge construction within urban centers due to faster installation, improved quality and lower cost. Concrete columns are prefabricated and connected together with footings and cap beams using either grouted splice sleeves, socket connections, or through post-tensioning. Precast unbonded post-tensioned (PT) concrete columns are protected from damage due to their ability to mitigate seismic demand through rocking. A numerical model is developed for rocking columns which is validated using published data. Seismic assessment of a two-column bridge bent constructed with precast PT concrete columns is carried out; column height-to-width ratio and ratio of initial posttensioning force to axial column capacity are selected as the assessment parameters. Performance limits are defined for the bridge model using non-linear pushover analysis. Probabilistic seismic hazard analysis is carried out using nonlinear time-history analysis for a set of eighty ground motions. The results show that PT concrete columns provide sufficient re-centering to the bridge bent so that it remains serviceable after a large earthquake. An ABC bridge bent with unbonded PT concrete columns is designed using the outcome of seismic fragility analysis. The seismic performance of the fragility-designed PT bridge bent is compared to that of a bent with conventional cast-in-place (CIP) concrete columns using nonlinear time-history analysis. The seismic performance of the ABC PT bridge bent using fragility analysis satisfied performance objectives similar to a monolithic CIP bent designed according to the latest seismic design codes; in addition, the residual drift of the PT bent was practically zero. The fragility-informed approach for designing ABC bridge bents constructed with unbonded PT concrete columns presented is expected to promote post-earthquake serviceability and functional recovery after a large earthquake.
Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction
Upadhyay, A. (Autor:in) / Pantelides, C.P. (Autor:in)
Engineering Structures ; 269
07.08.2022
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Testing and analysis of concrete bridge bents with post-tensioned seismic retrofits
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