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- Shin, Myoungsu
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| DC Field | Value | Language |
|---|---|---|
| dc.citation.conferencePlace | KO | - |
| dc.citation.conferencePlace | Incheon | - |
| dc.citation.title | 2015 World Congress on Advances in Structural Engineering and Mechanics (ASEM15) | - |
| dc.contributor.author | Kim, Seungpil | - |
| dc.contributor.author | Shin, Myoungsu | - |
| dc.contributor.author | Aschheim, Mark | - |
| dc.date.accessioned | 2023-12-19T22:06:51Z | - |
| dc.date.available | 2023-12-19T22:06:51Z | - |
| dc.date.created | 2015-12-29 | - |
| dc.date.issued | 2015-08-27 | - |
| dc.description.abstract | Avoiding fracture in the beam-column connections of steel moment frames is critical to their seismic performance. In the RWS approach, large openings are introduced into the web of the beam, so that the arrangement and configuration of the openings determine the mode of inelastic mechanism that develops within the beam. In this paper, numerical simulation results are discussed for nine RWS specimens that were subjected to lateral loading. | - |
| dc.identifier.bibliographicCitation | 2015 World Congress on Advances in Structural Engineering and Mechanics (ASEM15) | - |
| dc.identifier.uri | https://scholarworks.unist.ac.kr/handle/201301/41929 | - |
| dc.language | 영어 | - |
| dc.publisher | Int'l Association of Structural Engineering & Mechanics (IASEM) | - |
| dc.title | Lateral force-resisting capacities of reduced web-section beams: FEM simulations | - |
| dc.type | Conference Paper | - |
| dc.date.conferenceDate | 2015-08-25 | - |
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