A numerical model for analyzing airtraintrack interaction is proposed to investigate thedynamic behavior of a high-speed train running on a track in crosswinds. The model is composed of atraintrack interaction model and a trainair interact...
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https://www.riss.kr/link?id=A104980023
Wanming Zhai (Southwest Jiaotong University) ; Jizhong Yang (China Railway Eryuan Engineering Group Co. Ltd) ; Zhen Li (Southwest Jiaotong University) ; Haiyan Han (Beijing Urban Construction Design and Development Group Co. Ltd)
2015
-
KCI등재,SCIE,SCOPUS
학술저널
143-168(26쪽)
9
0
상세조회0
다운로드다국어 초록 (Multilingual Abstract)
A numerical model for analyzing airtraintrack interaction is proposed to investigate thedynamic behavior of a high-speed train running on a track in crosswinds. The model is composed of atraintrack interaction model and a trainair interact...
A numerical model for analyzing airtraintrack interaction is proposed to investigate thedynamic behavior of a high-speed train running on a track in crosswinds. The model is composed of atraintrack interaction model and a trainair interaction model. The traintrack interaction model is built onthe basis of the vehicletrack coupled dynamics theory. The trainair interaction model is developed basedon the train aerodynamics, in which the Arbitrary LagrangianEulerian (ALE) method is employed to dealwith the dynamic boundary between the train and the air. Based on the airtraintrack model, characteristicsof flow structure around a high-speed train are described and the dynamic behavior of the high-speed trainrunning on track in crosswinds is investigated. Results show that the dynamic indices of the head car arelarger than those of other cars in crosswinds. From the viewpoint of dynamic safety evaluation, the runningsafety of the train in crosswinds is basically controlled by the head car. Compared with the generally usedassessment indices of running safety such as the derailment coefficient and the wheel-load reduction ratio,the overturning coefficient will overestimate the running safety of a train on a track under crosswindcondition. It is suggested to use the wheel-load reduction ratio and the lateral wheelrail force as thedominant safety assessment indices when high-speed trains run in crosswinds.
참고문헌 (Reference)
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Wireless monitoring of typhoon-induced variation of dynamic characteristics of a cable-stayed bridge
Dynamic analysis of wind-vehicle-bridge systems using mutually-affected aerodynamic parameters
The impact of artificial discrete simulation of wind field on vehicle running performance
학술지 이력
연월일 | 이력구분 | 이력상세 | 등재구분 |
---|---|---|---|
2022 | 평가예정 | 해외DB학술지평가 신청대상 (해외등재 학술지 평가) | |
2021-12-01 | 평가 | 등재후보 탈락 (해외등재 학술지 평가) | |
2020-12-01 | 평가 | 등재후보로 하락 (해외등재 학술지 평가) | ![]() |
2011-01-01 | 평가 | 등재학술지 유지 (등재유지) | ![]() |
2009-01-01 | 평가 | 등재학술지 유지 (등재유지) | ![]() |
2007-01-01 | 평가 | 등재 1차 FAIL (등재유지) | ![]() |
2005-09-23 | 학술지등록 | 한글명 : Wind and Structures, An International Journal외국어명 : Wind and Structures, An International Journal | ![]() |
2004-01-01 | 평가 | 등재학술지 선정 (등재후보2차) | ![]() |
2003-01-01 | 평가 | 등재후보 1차 PASS (등재후보1차) | ![]() |
2001-07-01 | 평가 | 등재후보학술지 선정 (신규평가) | ![]() |
학술지 인용정보
기준연도 | WOS-KCI 통합IF(2년) | KCIF(2년) | KCIF(3년) |
---|---|---|---|
2016 | 0.9 | 0.45 | 0.69 |
KCIF(4년) | KCIF(5년) | 중심성지수(3년) | 즉시성지수 |
0.62 | 0.58 | 0.301 | 0.15 |