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Pahlavannejad Tabarestani on Muck Rack

Pahlavannejad Tabarestani

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Articles

Compressive Behavior of Long Simple and Multi-Cell CFT Columns When Using Tie Bars Connector Elements

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By Morteza Naghipour, Stephen Hicks, Nima Pahlavannejad Tabarestani, Pahlavannejad Tabarestani
| MDPI
1. Introduction Concrete-filled steel tube (CFT) columns, due to their great ductility and good seismic behavior, have been increasingly used in many modern high-rise buildings, bridges, and other industrial structures during the last few decades [1]. In addition, researchers have carried out various experimental studies and FE analyses to evaluate the behavior of CFT columns subjected to compressive forces [2,3,4]. Elremaily et al.
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