Numerical Investigation on Load-carrying Capacity of High-strength Concrete-encased Steel Angle Columns
Abstract To investigate the load-carrying capacity of high-strength concrete-encased steel angle (CES-A) columns, in which corner steel angles are encased in concrete and transmit column loads directly, a numerical study was performed by using a proposed analysis model. The proposed model considered...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
SpringerOpen
2018-01-01
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Series: | International Journal of Concrete Structures and Materials |
Subjects: | |
Online Access: | http://link.springer.com/article/10.1186/s40069-018-0238-7 |