BESTOBEAM 전단연결재의 길이에 따른 전단 내력 평가 (Shear Resistance of BESTOBEAM Shear Connector According to the Length)
| Author(s): |
Hyung Joon Ahn
In Yong Jung Young Ju Kim Jae Sun Hwang |
|---|---|
| Medium: | journal article |
| Language(s): | Korean |
| Published in: | Journal of Korean Society of Steel Construction (한국강구조학회 논문집), October 2015, n. 5, v. 27 |
| Page(s): | 483-491 |
| DOI: | 10.7781/kjoss.2015.27.5.483 |
| Abstract: | Shear resistance of BESTOBEAM, which has angle as shear connector and was developed with purpose of easy construction, was tested. With the test results shear resistance design equation was proposed. Unlike angle connector of Eurocode 4, BESTO BEMA shear connector behaves like fixed-end beam. Therefor longer span of the shear connector the lower shear resistance it has. As a result, shear resistance of BESTOBEAM shear connector according to its length tends to decrease as its length gets longer. The authors proposed design equation of angle shear connector sased on the test results. The results from the test and the proposed equation match within 10% error range. Therefore the proposed equation can be used for designing shear connector of BESTOBEAM. |
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10326346 - Published on:
14/07/2019 - Last updated on:
13/11/2019
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