Analytical performance evaluation of modified inclined studs for steel plate concrete wall subjected to cyclic loads
| Autor: | Seong Tae Yi, Chun-Ho Kim, Jin-Won Nam, Young-Do Jeong, Jin-Sun Lim |
|---|---|
| Rok vydání: | 2016 |
| Předmět: |
Materials science
business.industry Computational Mechanics Stiffness 020101 civil engineering 02 engineering and technology Structural engineering Dissipation 01 natural sciences 010305 fluids & plasmas 0201 civil engineering Cable gland Shear (geology) 0103 physical sciences medicine Shear wall medicine.symptom Composite material business |
| Zdroj: | Computers and Concrete. 17:227-240 |
| ISSN: | 1598-8198 |
| Popis: | An analytical study was conducted to investigate the effect of the shape and spacing of modified inclined studs used as shear connector between concrete and steel plate on the cyclic behavior of steel plate concrete (SC) shear wall. 9 different analysis cases were adopted to determine the optimized shape and spacing of stud. As the results, the skeleton curves were obtained from the load-displacement hysteresis curves, and the ultimate and yielding strengths were increased as the spacing of studs decrease. In addition, the strength of inclined studs is shown to be bigger compared to that of conventional studs. The damping ratios increased as the decrease of stiffness ratio. Finally, with decreasing the spacing distance of studs, the cumulative dissipated energy was increased and the seismic performance was improved. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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