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Quarterly Report of RTRI (Railway Technical Research Institute) (Japan)最新文献

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Evaluation of Influence of Reflection Point Shift on Axle Surface in Ultrasonic Flaw Detection 超声波探伤中反射点偏移对车轴表面影响的评价
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_244
K. Makino
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引用次数: 0
Thermal Deformation Analysis for Gas Pressure Welding of Rail 钢轨气体压力焊接热变形分析
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_257
H. Itoh, Ryu-ichi Yamamoto
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引用次数: 0
Fatigue Life Evaluation of PC Sleepers Based on Wheel Load Measurement Results 基于车轮载荷测量结果的PC轨枕疲劳寿命评估
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_263
K. Goto, Tsutomu Watanabe, S. Minoura, Manabu Ikeda
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引用次数: 1
Verification of Reduction Effect of Vertical Vibration of Car-body by High-damping Elastic Support of Under-floor Equipment 地板下设备高阻尼弹性支承对车体垂向振动抑制效果的验证
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_251
K. Aida, T. Takigami, Yuki Akiyama
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引用次数: 0
Anomaly Detection for Railway Vehicle Equipment Using Condition Monitoring Data 基于状态监测数据的铁路车辆设备异常检测
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_238
Toshihide Yokouchi, T. Takashige, M. Kondo
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引用次数: 0
Evaluation of Environmental Hygiene in Railway Vehicles Using Microbiome Analysis 应用微生物组分析评价轨道车辆环境卫生
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_283
Sachiko Yoshie, M. Ikehata, T. Kawasaki, T. Kyotani, Tomoyoshi Ushiogi
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引用次数: 1
Evaluation of Overall Comfort of Railways Based on Customer Experience 基于用户体验的铁路整体舒适度评价
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_289
F. Kikuchi, Chizuru Nakagawa, Ayano Saito, Daisuke Tatsui, Mitsutaka Ishizuki, Hiroaki Suzuki
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引用次数: 1
Estimating the Physical and Mental State of Drivers Using Physiological Indicators 利用生理指标估计驾驶员的身心状态
Q4 Engineering Pub Date : 2022-11-01 DOI: 10.2219/rtriqr.63.4_276
Chizuru Nakagawa, Takahiro Watanabe, Naohiro Akiu, Ayako Suzuki, Takashi Kojima, Sachiko Yoshie
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引用次数: 1
Exposition of Revision of Seismic Design Guideline for Overhead Contact Systems 架空接触系统抗震设计导则修订论述
Q4 Engineering Pub Date : 2022-08-01 DOI: 10.2219/rtriqr.63.3_169
Yûichi Kondô
In Japan, in order to prevent supports (referred to poles and portal structure etc.) in overhead contact systems from collapsing at the time of an earthquake, we design them according to the Seismic Design Guideline for Overhead Contact Systems and Commentary (hereafter referred to as the OCS Guideline). We revised the OCS Guideline in 2013 to evaluate seismic performance of supports more precisely. The paper shows the process of revising OCS Guideline until now and details of the latest revision of the OCS Guideline. and the separat ed model. In case of the unified model based on the consideration of unifying supports and civil engineering structures, we evaluate the response acceleration of supports to the ground motion. However, it is difficult and complex to evaluate the response acceleration of supports. On the other hand, the separated model is easy to evaluate of RTRI, Earth retaining structures, such as bridge abutments and retaining walls, are con-structed at the boundary of bridges or embankments. There are a variety of earth retaining structure failure modes, therefore in order to be able to ensure rational aseismic reinforcement, it is necessary to develop a range of different aseismic reinforcement methods adapted to the relevant earth retaining structure’s failure mode. Moreover, there are many cases where construction work is severely restricted due to various limitations, such as land boundaries, available space, and time available for construction work. Therefore, the authors propose an aseismic reinforcement method, which can both improve seismic performance of earth retaining structures and be carried out efficiently. This paper outlines this research and describes some examples of the practical application of the newly developed reinforcement method.
在日本,为了防止架空接触网中的支架(指支柱和门式结构等)在地震发生时倒塌,我们根据《架空接触网抗震设计指南和评注》(以下简称《接触网指南》)进行设计。我们在2013年修订了OCS指南,以更准确地评估支架的抗震性能。本文介绍了迄今为止OCS指南的修订过程,以及OCS指南最新修订的细节。以及分离的模型。在考虑统一支架和土木工程结构的统一模型的情况下,我们评估了支架对地震动的响应加速度。然而,评估支架的响应加速度既困难又复杂。另一方面,分离模型易于评估RTRI,桥台和挡土墙等挡土结构建在桥梁或路堤的边界。挡土结构的破坏模式多种多样,因此,为了能够确保合理的抗震加固,有必要开发一系列适合于相关挡土结构破坏模式的不同抗震加固方法。此外,在许多情况下,由于土地边界、可用空间和可用于施工的时间等各种限制,施工工作受到严重限制。因此,作者提出了一种既能提高挡土结构抗震性能又能有效实施的抗震加固方法。本文概述了这项研究,并介绍了新开发的加固方法的一些实际应用实例。
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引用次数: 0
DC-DC Converter Control Method for High Voltage DC Feeding System to Improve Use of Regenerative Power 高压直流馈电系统的DC-DC变换器控制方法以提高再生电力的利用率
Q4 Engineering Pub Date : 2022-08-01 DOI: 10.2219/rtriqr.63.3_175
T. Yoshii, Tamanosuke Oide
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引用次数: 1
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Quarterly Report of RTRI (Railway Technical Research Institute) (Japan)
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