Flexural-torsional behaviour of steel reinforced concrete members subjected to repeated loading.
This paper presents an experimental investigation of the inelastic behaviour of steel reinforced concrete (SRC) members under cyclically applied bending and torsional loading. Fourteen steel reinforced concrete members made from three structural steel sections with different cross sectional properti...
| Publicado no: | Earthquake engineering & structural dynamics. 29, 5 (2000). |
|---|---|
| Autor principal: | |
| Formato: | Artigo |
| Idioma: | English |
| Assuntos: |