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## Abstract Existing structures built before the 1970s are gravity load designed with inadequate lateral load resistance because earlier codes specified lower levels of seismic loads and many of these structures are still in service beyond their design life. On the other hand, some deterioration of
This paper evaluates the American FEMA 356 and the Greek GRECO (EC 8 based) procedural assumptions for the assessment of the seismic capacity of existing buildings via pushover analyses. Available experimental results from a four-storeyed building are used to compare the two different sets of assump
A methodology was presented by the author in a previous paper for the development of design criteria for buildings. This methodology was based on the principles of structural reliability and structural dynamics. This paper illustrates how many elements of this methodology have been implemented and e