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Seismic Risk Analysis and Management of Structure Systems
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This reprint is to immerse the readers in the latest knowledge and technologies on seismic risk analysis and the management of structure systems. Traditional deterministic approaches are on course to be replaced by risk-based methods for the seismic analysis and design of structures and infrastructure systems. A noted merit of risk analysis is the provision of a broader set of rigorous performance indicators accounting for various sources of uncertainties involved in earthquake hazard analysis, infrastructure exposure modeling, and structural damage assessment, particularly from a view of life cycle management for aging infrastructure facilities under an increasingly deteriorating built environment. A reliable risk analysis is therefore crucial for pre-event planning and post-event restoration decision-making. This reprint paves the way towards advanced and cutting-edge knowledge and technologies for the risk analysis and management of structure systems, including but not limited to bridges and buildings.
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Keywords
- asymmetric loading
- carbon-fiber-reinforced polymer (CFRP) tendons
- Chilean RC dual wall-frame system
- collapse assessment
- contact friction
- critical infrastructures
- dynamic effect
- dynamic modified model
- earthquake
- effective hysteresis energy dissipation
- efficiency coefficient
- equivalent linearization
- expanded polystyrene board
- experimental study
- experimental test
- finite element (FE) analysis
- finite element analysis
- fragility curves
- fundamental period
- genetic algorithm
- grouted corrugated duct connection
- hysteretic behavior
- maximum inter-story drift ratio
- mid-rise building
- Monte Carlo method
- negative stiffness
- negative stiffness bistable damper (NSBD)
- numerical modelling
- Optimal design
- parametric analysis
- performance-based earthquake engineering
- plastic hinge
- precast braced concrete shear wall
- precast pier
- prefabricated structure
- preventive “semaphore”
- quasi-static test
- RC columns
- reinforced concrete members
- Risk management
- Risk mitigation
- rocking wall
- seismic performance
- shear span ratio
- steel buildings
- strength deterioration
- subduction seismicity
- suspension bridges
- tall building
- tensile properties with bending
- thickness ratio
Links
DOI: 10.3390/books978-3-7258-1386-5Editions