Titlebook: SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk; Buildings, Lifelines K. Pitilakis,H. Crowley,A.

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Fragility Functions of Harbor Elements, a short review, the observed during past earthquakes different failure modes are identified and classified and a detailed taxonomy is proposed with special emphasis to European specific features. Based on the taxonomy and the proposed classification of the different elements at risk, adequate fragility curves are provided.

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entrance

Introduction,rent engineering systems and components at urban and regional scale. It provides the means of understanding the main factors governing this topic, introducing the subjects that will be extensively described and discussed in the subsequent chapters, where the fragility curves for buildings and all im

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Modeling and Propagation of Uncertainties,istically qualified random quantities. The dependence of Y on . is not explicit, requiring algorithms for its determination. An approach that facilitates the solution of the problem was first adopted in problems of nuclear safety, and consists in expressing the probability of Y exceeding a given val

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Evaluation of Existing Fragility Curves,ow to identify and, if necessary, combine suitable fragility curves from a pool of curves with different characteristics and, often unknown, reliability. The present chapter aims to address this challenge by developing a procedure which identifies suitable fragility curves by firstly assessing their

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Fragility Functions of Masonry Buildings,robabilistic seismic risk analysis. The classification of the built environment is based on the SYNER-G taxonomy and is dependent on the available data in the study area; it consists in the aggregation of buildings characterized by a homogeneous seismic behavior, which is known from empirical damage

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Fragility Functions of Gas and Oil Networks,plicable to the specific European context and they should be available for a variety of network components such as buried pipelines, storage tanks and processing facilities (i.e. compression and reduction stations). Based on a literature review, it is found that the available fragility functions are