Numerical Evaluation of Shear Strength Degradation Mechanism Dependent on the Size Increase of RC Deep Beams with Height up to 1.5 Meter by Using 3D Rigid-Body-Spring-Method
Author(s): |
Li Fu
Hikaru Nakamura Shunyuan Chi Yoshihito Yamamoto Taito Miura |
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Medium: | journal article |
Language(s): | English |
Published in: | Journal of Advanced Concrete Technology, 16 December 2021, n. 12, v. 19 |
Page(s): | 1245-1263 |
DOI: | 10.3151/jact.19.1245 |
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10646192 - Published on:
10/01/2022 - Last updated on:
10/01/2022