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Steel and Composite Structures Volume 27, Number 6, June25 2018 , pages 703-716 DOI: https://doi.org/10.12989/scs.2018.274.6.703 |
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Energy demands in reinforced concrete wall piers coupled by buckling restrained braces subjected to near-fault earthquake |
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Hamid Beiraghi
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| Abstract | ||
| In this study, the different energy demands in reinforced concrete (RC) wall piers, coupled by buckling restrained braces (BRBs), are investigated. As well as this, a single plastic hinge approach (SPH) and an extended plastic hinge (EPH) approach is considered for the wall piers. In the SPH approach, plasticity can extend only in the 0.1H adjacent to the wall base while, in the EPH approach, the plasticity can extend anywhere in the wall. The seismic behavior of 10-, 20- and 30-storey structures, subjected to near-fault (NF) as well as far-fault (FF) earthquakes, is studied with respect to the energy concepts involved in each storey. Different kinds of energy, including inelastic, damping, kinetic, elastic and total input energy demand, are investigated. The energy contribution from the wall piers, as well as the BRBs in each model, are studied. On average, for EPH approach, the inelastic demand portion pertaining to the BRBs for NF and FF records, is more than 60 and 80%, respectively. In the SPH approach, these ratios are 77 and 90% for the NF and FF events, respectively. It appears that utilizing the BRBs as energy dissipation members between two wall piers is an efficient concept. | ||
| Key Words | ||
| energy demand; reinforced concrete wall; buckling restrained braces; near-fault | ||
| Address | ||
| Department of Civil Engineering, Mahdishahr Branch, Islamic Azad University, Mahdishahr, Iran. | ||