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Zhang, Wenchao

Zhang, Wenchao

西南交通大学

2

H指数

8

论文数

30

被引数

H指数、论文数、被引数仅支持在APP上查看和修改扫描二维码即可下载APP

Zhang, Wenchao,现任职于西南交通大学,曾任职于中国教育部机构,个人H指数为2,累计发表论文8篇,论文总被引数累计30次,主要研究方向涵盖工程学、艺术与人文、综合性学科、地球与行星学等领域,在Applied Mechanics and Materials、Yantu Lixue/Rock and Soil Mechanics和Tumu Gongcheng Xuebao/China Civil Engineering Journal顶级期刊累计发表6次

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  • 发表期刊
  • 资讯动态
  • 发表论文
  • 引用关系
基于坐标测量的无缝线路曲线调整计算优化方法

Optimization method for curve adjusting calculation of continuously welded rail track based on coordinate measurement

西南交通大学

2011

被引数:0

苏谦

continuously welded rail,coordinate method,curve adjusting calculation,multi-variable iterative optimization
高速铁路路基沉降差压式精密测量系统

Differential-pressure type precision measuring system of high-speed railway substructure settlement

西南交通大学

2015

被引数:1

Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University

苏谦

Differential pressure,High precision,High-speed railway,Settlement measurement
兰新客运专线无砟轨道路基变形监测与评估技术

Deformation monitoring and evaluating technology for subgrade of unballasted track on lan-xin passenger dedicated line

西南交通大学

2013

被引数:0

Applied Mechanics and Materials

苏谦

Observation and estimate of settlement,Settlement prediction,The gale gobi region,Unballasted track subgrade
钢箱连续梁桥施工过程内力的数值分析与计算

Numerical analysis and calculation of internal forces of steel box continuous girder bridge construction process

西南交通大学

2014

被引数:0

Applied Mechanics and Materials

苏谦

Construction stage analysis,Numeral calculation,The continuous bridge,The steel box girder
刚性地基上低路堤长期动力特性的原位试验

In-situ tests on long-term dynamic characteristics of low embankment on rigid foundation

西南交通大学

2011

被引数:8

Tumu Gongcheng Xuebao/China Civil Engineering Journal

苏谦

Beijing-Shanghai high speed railway,Long-term dynamic characteristics,Rigid foundation,Low embankment,Vibration test
基于边坡破坏机理的桥台地震位移耦合计算

Coupling calculation of seismic displacement of bridge abutment based on failure mechanism of slope

西南交通大学

2010

被引数:0

Tumu Gongcheng Xuebao/China Civil Engineering Journal

苏谦

Soil's strength degradation,Displacement of bridge abutment,Stability of bridge abutments,Failure mechanism

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