Analysis of the Shear Behavior of Stubby Y-Type Perfobond Rib Shear Connectors for a Composite Frame Structure.

导出 OA

翻译打印收藏纠错

作者： Sang-Hyo,Kim ^[1] ; Kun-Soo,Kim ^[2] ; Do-Hoon,Lee ^[3] ; Jun-Seung,Park ^[4] ; Oneil,Han ^[5]

作者单位： School of Civil & Environmental Engineering, Yonsei University, Yonsei-Ro 50, Seodaemun-Gu, Seoul 03722, Korea. sanghyo@yonsei.ac.kr. ^[1] School of Civil & Environmental Engineering, Yonsei University, Yonsei-Ro 50, Seodaemun-Gu, Seoul 03722, Korea. kun-soo_kim@yonsei.ac.kr. ^[2] School of Civil & Environmental Engineering, Yonsei University, Yonsei-Ro 50, Seodaemun-Gu, Seoul 03722, Korea. dohoonlee@yonsei.ac.kr. ^[3] School of Civil & Environmental Engineering, Yonsei University, Yonsei-Ro 50, Seodaemun-Gu, Seoul 03722, Korea. junseungpark@yonsei.ac.kr. ^[4] School of Civil & Environmental Engineering, Yonsei University, Yonsei-Ro 50, Seodaemun-Gu, Seoul 03722, Korea. oneilhan86@gmail.com. ^[5]

关键词 composite frame structure ductility push-out test shear strength stubby Y-type perfobond rib shear connectors

DOI 10.3390/ma10111340

PMID 29165405

发布时间 2020-09-29

翻译满意度评价：

准确一般字义偏差语意偏离译文作用小提交