Non-linear response analysis of reinforced concrete shear walls using multi-springs macro-models
While shear walls are widely used in building construction, models for simulating the nonlinear response of walls have seen limited advances. The need to accurately model shear wall behavior is becoming more important as increased confidence in the seismi
| Authors: | , |
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| Format: | article |
| Status: | Published version |
| Publication Date: | 2014 |
| Country: | Chile |
| Language: | English |
| OAI Identifier: | oai:repositorio.anid.cl:10533/238957 |
| Online Access: | https://hdl.handle.net/10533/238957 |
| Access Level: | Open access |
| Summary: | While shear walls are widely used in building construction, models for simulating the nonlinear response of walls have seen limited advances. The need to accurately model shear wall behavior is becoming more important as increased confidence in the seismi |
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