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INVESTIGATION OF SHRINKAGE BEHAVIOR OR SOLID-BED TRACK WITH RESILIENT SLEEPERS RESTRAINING LATERAL FORCE AT THE SHEAR KEYS

机译：抑制剪切钥匙横向力的弹性卧床的收缩行为或固体床轨道的研究

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Satoshi KOMATSU; Yoto TANAKA; Tatsuya TSUBAKI; Hikaru TANIGAWA; Takatada TAKAHASHI;
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年度 2018
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1. Development of New Solid-bed Track Equipped with Resilient Sleepers Using the Shear-key to Achieve Efficient Construction Work [J] . Hikaru TANIGAWA, Shuhei KIKKAWA, Takatada TAKAHASHI, Quarterly Report of RTRI . 2018,第3期

机译：利用剪切键开发配备弹性轨枕的新型固床轨道，以实现高效的施工工作
2. Development of New Solid-bed Track Equipped with Resilient Sleepers Using the Shear-key to Achieve Efficient Construction Work [J] . Hikaru TANIGAWA, Shuhei KIKKAWA, Takatada TAKAHASHI, Quarterly reports of RTRI . 2018,第3期

机译：使用剪切键开发配备弹性轨枕的新型固床轨道，以实现高效的施工工作
3. Development of New Solid-bed Track Equipped with Resilient Sleepers Using the Shear-key to Achieve Efficient Construction Work [J] . Hikaru TANIGAWA, Shuhei KIKKAWA, Takatada TAKAHASHI, Quarterly reports of RTRI . 2018,第3期

机译：使用剪切键开发配备弹性轨枕的新型固床轨道，以实现高效的施工工作
4. A Rigid Body Spring Model to Investigate the Lateral Shift - Restraining Force Behavior of the Patella [C] . Jafari, A., Farahmand, Engineering in Medicine and Biology Society, 2007 Annual International Conference of the IEEE . 2007

机译：刚体弹簧模型研究the骨的横向移位-约束力行为
5. Finite Element Study on the Lateral Behavior of Tessellated Structural-architectural Reinforced Concrete Shear Walls [D] . Moeini, Mohammad . 2020

机译：镶嵌结构建筑钢筋混凝土剪力墙横向行为的有限元研究
6. Impact of Reinforcement Ratio on Shear Behavior of I-Shaped UHPC Beams with and without Fiber Shear Reinforcement [O] . Altug Yavas, Cumali Ogun Goker 2020

机译：配筋率对带或不带纤维剪力的工字型UHPC梁剪力性能的影响
7. Development of Solid-Bed Track with Removable Resilient Ties [O] . Katsutoshi ANDO, Akira MUKAI, Takahiro HORIIKE, 2002

机译：可拆卸弹性圆圈的固体床轨道的开发
8. Tensile Stresses Due to Reinforcement Restraining Shrinkage in Reinforced Concrete Slabs [R] . Reid, S. G. 1987

机译：钢筋产生的拉伸应力抑制钢筋混凝土板的收缩

INVESTIGATION OF SHRINKAGE BEHAVIOR OR SOLID-BED TRACK WITH RESILIENT SLEEPERS RESTRAINING LATERAL FORCE AT THE SHEAR KEYS

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