전단탭이 없는 상·하부 스플릿 티 접합부의 접합부상세 제안 (Proposal of Connection Details for a Double Split Tee Connection Without a Shear tap)
| Author(s): |
Jae Guen Yang
Hyung Dong Lee Yong Boem Kim Da Sol Pae |
|---|---|
| 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): | 423-433 |
| DOI: | 10.7781/kjoss.2015.27.5.423 |
| Abstract: | A double split tee connection, which is a beam-column moment connection, shows different behavioral characteristics under the influences of the thickness of a T-stub flange, a high-strength bolt gauge distance, and the number and diameter of a high-strength bolt. A double split tee connection is idealized and designed that a flexural moment normally acting on connections can be resisted by a T-stub and a shear force by a shear tap. However, where a double split tee connection is adopted to a low-and medium-rise steel structure, a small-sized beam member can be adopted. Then, a shear tab may not be bolted to the web of a beam. This study was conducted to suggest the details of a connection to secure that a double split tee connection with a geometric shape has a sufficient capacity to resist a shear force. To verify this, this study was conducted to make a three-dimensional nonlinear finite element analysis on a double split tee connection. |
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10326345 - Published on:
14/07/2019 - Last updated on:
12/10/2019
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