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
Auteur(s): |
Li Fu
Hikaru Nakamura Shunyuan Chi Yoshihito Yamamoto Taito Miura |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Journal of Advanced Concrete Technology, 16 décembre 2021, n. 12, v. 19 |
Page(s): | 1245-1263 |
DOI: | 10.3151/jact.19.1245 |
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10646192 - Publié(e) le:
10.01.2022 - Modifié(e) le:
10.01.2022