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About Shirali Dissertation
This document summarizes a dissertation on the seismic resistance of a hybrid shearwall system. Ten interface designs between composite steel-concrete columns and reinforced concrete shear walls were developed and tested under cyclic loads. Nonlinear finite element models were able to accurately model the interface behavior. The hybrid system uses composite columns of concrete-filled steel tubes to improve ductility and strength compared to traditional reinforced concrete. Test results showed excellent agreement with numerical models, validating the models' ability to predict the system's nonlinear response under earthquake loads. The hybrid system was found to be effective for seismic design of shear wall buildings.
Detailed Information
| Author: | ['Putu Didik'] |
|---|---|
| Publication Year: | 2013 |
| Pages: | 153 |
| Language: | English |
| Format: | |
| Price: | FREE |
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