- Abstract:
-
As increasing numbers of structures are considered as candidates for seismic retrofit, there is a need for simple and objective methods for assessing structures, for making decisions between competing structures, and for comparing different retrofit schemes. The accuracy and objectivity of the assessment process may be enhanced by the use of sophisticated inelastic analysis programs and seismic damage indices, but only if these tools can be shown to be very reliable; currently they are not su...
Expand abstract - Publication status:
- Published
- Publisher copy:
- 10.1016/S0141-0296(96)00104-6
-
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- Journal:
- ENGINEERING STRUCTURES
- Volume:
- 19
- Issue:
- 3
- Pages:
- 208-216
- Publication date:
- 1997-03-05
- DOI:
- ISSN:
-
0141-0296
- URN:
-
uuid:a494bb74-e273-4305-ae18-d4c17a37c5f8
- Source identifiers:
-
64307
- Local pid:
- pubs:64307
- Language:
- English
- Keywords:
- Copyright date:
- 1997
Journal article
Seismic assessment of concrete bridges using inelastic damage analysis
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