Chapter
Apr 26, 2012
Lifetime Seismic Performance of Aging Structural Systems
Authors: Fabio Biondini [email protected], Elena Camnasio [email protected], and Alessandro Palermo [email protected]Author Affiliations
Publication: Structures Congress 2011
Abstract
The seismic performance of structural systems exposed to aggressive environments has to be considered time-variant. Current capacity design criteria are time-invariant and do not account for the interaction with environmental hazards. In fact, for aging systems the energy-dissipating collapse mode may vary over time due to a reduction of both strength and curvature ductility of critical cross-sections where plastic hinges may occur during a seismic event. In this study the lifetime seismic performance of concrete structures is investigated in both probabilistic and deterministic terms. Static and dynamic non linear analyses are carried out on a three-story concrete frame to evaluate the effects of damage on the time evolution of seismic performance indicators. The results show the important role of a life-cycle approach for both seismic assessment of existing structures and seismic design of new structures.
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© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Aging (material)
- Concrete
- Deterioration
- Dynamic structural analysis
- Earthquake engineering
- Earthquake resistant structures
- Engineering fundamentals
- Engineering materials (by type)
- Geotechnical engineering
- Materials characterization
- Materials engineering
- Plastic hinges
- Reinforced concrete
- Seismic design
- Seismic effects
- Seismic tests
- Structural analysis
- Structural engineering
- Structural systems
- Tests (by type)
Authors
Affiliations
Department of Structural Engineering, Politecnico di Milano, Piazza L. da Vinci 32, 20133 Milan, Italy.E-mail: [email protected]
Department of Structural Engineering, Politecnico di Milano, Piazza L. da Vinci 32, 20133 Milan, Italy.E-mail: [email protected]
Department of Civil and Natural Resources Engineering, University of Canterbury, 8140 Christchurch, New Zealand.E-mail: [email protected]
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