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Persisting challenges for performance-based building assessment

Earthquake Engineering and Engineering Vibration 2014年第S1期13卷 79-94页

作者： B.Bayhan I.Kazaz P.Gulkan Dept.of Civil Engineering Bursa Technical University Assistant Professor Dept.of Civil Engineering Erzurum Technical University Associate Professor Dept.of Civil Engineering Cankaya University Professor

Intense research and refinement of the tools used in performance-based seismic engineering have been made,but the maturity and accuracy of these methods have not been adequately confirmed with actual data from the field. The gap between the assumed characteristics of actual building systems and their idealized counterparts used for analysis is wide. When the randomly distributed flaws in buildings as they exist in urban areas and the extreme variability of ground motion patterns combine,the conventional procedures used for pushover or dynamic response history analyses seem to fall short of reconciling the differences between calculated and observed damage. For emergency planning and loss modeling purposes,such discrepancies are factors that must be borne in mind. Two relevant examples are provided herein. These examples demonstrate that consensus-based analytical guidelines also require well-idealized building models that do not lend themselves to reasonably manageable representations from field data. As a corollary,loss modeling techniques,e.g.,used for insurance purposes,must undergo further development and improvement.

关键词： reinforced concrete building nonlinear analysis performance-based seismic assessment performance limits damage

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