M－P相関関係を用いるPC～PRC～RC梁断面の統一的長期曲げ設計法 (Unity Design Method for Sections under Service Loads from Pre-stressed Concrete Members to Reinforced Concrete Members using Interaction Diagram between Bending Moment and Pre-stressing Force)
| Auteur(s): |
T. Nakatsuka
K. Kangawa Y. Shimada |
|---|---|
| Médium: | article de revue |
| Langue(s): | japonais |
| Publié dans: | Concrete Journal (JCI), 2011, n. 7, v. 49 |
| Page(s): | 7_18-7_26 |
| DOI: | 10.3151/coj.49.7_18 |
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10438924 - Publié(e) le:
08.10.2020 - Modifié(e) le:
08.10.2020
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