2009Journal of Shenyang Jianzhu UniversityRequires access

Earthquake Action Determination for Seismic Assessment of Existing Structures

SU Xiaoyan

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Abstract

In order to study earthquake actions when assessing seismic performances of existing structures,a new three-level seismic assessment criterion is presented based on performance-based seismic design.According to Poisson model,the return period of moderate-minor,moderate and major earthquake in different re-service periods are calculated based on equal exceeding probability principle.The relations of earthquake intensities,seismic influence coefficients,and ground seismic accelerations are presented with the reference of the latest research findings of earthquake hazard analysis.By modifying the seismic design reference period,the application of equal exceeding probability principle can be extended to taking into account the important factors of different existing structures.It can be used for performance-based seismic assessment and strengthening of existing structures.

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What this paper is about

In order to study earthquake actions when assessing seismic performances of existing structures,a new three-level seismic assessment criterion is presented based on performance-based seismic design.According to Poisson model,the return period of moderate-minor,moderate and major earthquake in different re-service periods are calculated based on equal exceeding probability principle.The relations of earthquake intensities,seismic influence coefficients,and ground seismic accelerations are presented with the reference of the latest research findings of earthquake hazard analysis.By modifying the seismic design reference period,the application of equal exceeding probability principle can be extended to taking into account the important factors of different existing structures.It can be used for performance-based seismic assessment and strengthening of existing structures.

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Available abstract

In order to study earthquake actions when assessing seismic performances of existing structures,a new three-level seismic assessment criterion is presented based on performance-based seismic design.According to Poisson model,the return period of moderate-minor,moderate and major earthquake in different re-service periods are calculated based on equal exceeding probability principle.The relations of earthquake intensities,seismic influence coefficients,and ground seismic accelerations are presented with the reference of the latest research findings of earthquake hazard analysis.By modifying the seismic design reference period,the application of equal exceeding probability principle can be extended to taking into account the important factors of different existing structures.It can be used for performance-based seismic assessment and strengthening of existing structures.

Key concepts: Seismic hazard, Earthquake scenario, Earthquake simulation, Seismic microzonation, Environmental Seismic Intensity scale, Incremental Dynamic Analysis, Seismology, Urban seismic risk

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