原文传递
Parametric study of depth to maximum bending moment for prestressed concrete piles resisting lateral load
| 题名： | Parametric study of depth to maximum bending moment for prestressed concrete piles resisting lateral load |
| 正文语种： | eng |
| 作者： | John C. Ryan;Timothy W. Mays;Eric Pinto; |
| 作者单位： | civil engineering at The Citadel in Charleston;Citadel. standards development committees through PCI and the American Society of Civil Engineers;Charleston; |
| 关键词： | Confinement; design; ductile zone; in-ground moment; pile; plastic hinge; seismic |
| 出版年： | 2024 |
| 期刊名称： | PCI journal |
| 卷： | 69 |
| 期： | 2 |
| 页码： | 55-65 |
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