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The Effect of RC Core on Rehabilitation of Tubular Structures | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 7، دوره 2، شماره 2 - شماره پیاپی 4، آبان 2014، صفحه 63-74 اصل مقاله (1.1 M) | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2014.209 | ||
| نویسندگان | ||
| Seyed Rohollah Hoseini Vaez1؛ Hosein Naderpour* 2؛ Ali Kheyroddin3 | ||
| 1Assistant Professor, Department of Civil Engineering, University of Qom, Qom, Iran | ||
| 2Assistant Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 3Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| تاریخ دریافت: 06 شهریور 1393، تاریخ بازنگری: 08 مهر 1393، تاریخ پذیرش: 30 مهر 1393 | ||
| چکیده | ||
| In the present study, the effect of core on shear lag phenomenon in tubular structures is investigated. Three different tubular structure models including model without core, model with central core and model with central core but eliminated in last 15 stories have been analyzed. A shear lag index is defined for evaluating these models. From examination of the results, the effective influence of core for improving the behavior of framed-tube structures has been concluded. The influence of core in reduction of shear lag in first story is estimated by 5%. Investigating the shear lag phenomenon of columns on web frame, it could be revealed that in top story the positive and negative shear lag phenomena have been occurred simultaneously. | ||
| کلیدواژهها | ||
| Shear Lag؛ Tubular Structure؛ Core؛ High-Rise Building؛ Structural Analysis | ||
| مراجع | ||
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