1672-7029
2013 Issue 2
Analysis of dynamic stress response of rail under dynamic load
CAO Yu;HUANG Zhihui;LI Yigang;YANG Xingxing
CAO Yu;HUANG Zhihui;LI Yigang;YANG Xingxing
..............page:36-41
Spatial elastic stability analysis of the Zhanhe X-style arch bridge
CHEN Huai;YANG Lei
CHEN Huai;YANG Lei
..............page:1-4
High skew pier sunlight temperature effect analysis of Youshui large span continuous box girder bridge
HU Lihua;LI Dejian;CHEN Jianping;WANG Dai
HU Lihua;LI Dejian;CHEN Jianping;WANG Dai
..............page:23-29
Construction technology of stiffness gradient for widening reconstruction of hollow plate bridge of highway
LI Jingbin;CHEN huai;LI Yalong
LI Jingbin;CHEN huai;LI Yalong
..............page:18-22
Vehicle-bridge coupling vibration analysis of continuous beam-framework pier bridge considering concrete creep and temperature deformation
MIAO Yongkang;YIN Bangwu;GUO Xiangrong
MIAO Yongkang;YIN Bangwu;GUO Xiangrong
..............page:5-10
Railway vertical section automatic design based on fitting process and douglas algorithm
CHEN Yanping
CHEN Yanping
..............page:114-118
Optimization design of internal support of deep excavation located in river island based on dynamic design philosophy
WANG Wei;LUO Chao;LI Xiangsong;HUANG Changyang;HE Bo
WANG Wei;LUO Chao;LI Xiangsong;HUANG Changyang;HE Bo
..............page:90-95
The vehicle-bridge coupling dynamic analysis of cable-stayed and continuous rigid-frame composite beam bridge
YIN Bangwu;MIAO Yongkang;GUO Xiangrong
YIN Bangwu;MIAO Yongkang;GUO Xiangrong
..............page:11-17
Study on laving earthwork cloth between unity double-block ballastless track
WEI Youxin;YANG Bin;QI Wei;ZHENG Aiguo
WEI Youxin;YANG Bin;QI Wei;ZHENG Aiguo
..............page:42-46
Analysis of temperature monitoring device for catenary electrically connecting clamp based on Zigbee technology
ZHENG Jianfeng;FU Qinyi
ZHENG Jianfeng;FU Qinyi
..............page:119-123
Transport path optimization for emergency material considering the time urgent coefficient
YANG Juhua;ZHU Changfeng;TIAN Zhiqiang
YANG Juhua;ZHU Changfeng;TIAN Zhiqiang
..............page:103-107
Application of improved dynamic grey model in high-speed railway bed settlement prediction
ZHANG Yuzhi;DU Yanliang;SUN Baochen
ZHANG Yuzhi;DU Yanliang;SUN Baochen
..............page:56-61
Review on train timetable stability
MENG Xuelei;XU Jie;JIA Limin
MENG Xuelei;XU Jie;JIA Limin
..............page:96-102
The seismic response sensitivity analysis of rigid-frame continuous combined curve bridge with different design parameters
JIE Zhiyu;WEI Xing;LI Yadong;GU Ying
JIE Zhiyu;WEI Xing;LI Yadong;GU Ying
..............page:80-86
Study on the ground vibration and its impact on precision instruments induced by freight train
ZHANG Pengfei;LEI Xiaoyan;GAO Liang;LIU Qingjie
ZHANG Pengfei;LEI Xiaoyan;GAO Liang;LIU Qingjie
..............page:108-113
..............page:124-128
Stability analysis of embankment over sloped weak ground with limit equilibrium method based on reliability
JIANG Xin;ZHU Qijiong;JIANG Yi;QIU Yanjun
JIANG Xin;ZHU Qijiong;JIANG Yi;QIU Yanjun
..............page:47-55
..............page:封2
The most unfavorable position of vessel-pier collision and safety evaluation for rigid frame-continuous beam bridge
HU Xianchun;LI Dejian;NING Xiayuan;WU Chao
HU Xianchun;LI Dejian;NING Xiayuan;WU Chao
..............page:30-35
Break-joint setting for frame-type water retaining wall of large navigable aqueduct
HU Wenxi;GUO Wenhua;LIU Meilong
HU Wenxi;GUO Wenhua;LIU Meilong
..............page:74-79
Analysis of the strengthening design and for fill embankment disease of high-speed railway
DONG Juhong;ZHAO Zhigang
DONG Juhong;ZHAO Zhigang
..............page:66-73
Dynamic upper bound limit analysis for cohesive three-dimensional soil slopes
WANG Lulu;PAN Qiujing;YANG Xiaoli
WANG Lulu;PAN Qiujing;YANG Xiaoli
..............page:87-89
Impacts of CRTS Ⅰ type cement-emulsified asphalt mortar components on performance
JIA Hengqiong;WEI Zhao;WU Shaoliang;LI Honggang
JIA Hengqiong;WEI Zhao;WU Shaoliang;LI Honggang
..............page:62-65