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- W2740488093 abstract "From the effects of significant earthquakes (since the early 1980s) it is concluded that the seismic risks in urban areas are increasing and are far from socio-economically acceptable levels. There is an urgent need to reverse this situation and it is believed that one of the most effective ways of doing this is through: (1) the development of more reliable seismic standards and code provisions than those currently available and (2) their stringent implementation for the complete engineering of new engineering facilities. A performance-based design is aimed at controlling the structural damage based on precise estimations of proper response parameters. This is possible if more accurate analyses are carried out, including all potential important factors involved in the structural behavior. With an emphasis on providing stakeholders, owner the information needed to make rational business or safety-related decisions, design practice has moved toward predictive methods for assessing potential seismic performance and has led to the development of performance based engineering methods for seismic design." @default.
- W2740488093 created "2017-08-08" @default.
- W2740488093 creator A5058217703 @default.
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- W2740488093 date "2015-12-05" @default.
- W2740488093 modified "2023-09-25" @default.
- W2740488093 title "Pushover Analysis of RCC Framed Structure" @default.
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- W2740488093 doi "https://doi.org/10.18535/ijetst/v2i11.06" @default.
- W2740488093 hasPublicationYear "2015" @default.
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