1000-2499
2013 Issue 2
Spatial elastic stability analysis of the Zhanhe X-style arch bridge
CHEN Huai1;YANG Lei2
CHEN Huai1;YANG Lei2
..............page:1-4
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
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
Construction technology of stiffness gradient for widening reconstruction of hollow plate bridge of highway
LI Jingbin1;CHEN huai1;LI Yalong2
LI Jingbin1;CHEN huai1;LI Yalong2
..............page:18-22
High skew pier sunlight temperature effect analysis of Youshui large span continuous box girder bridge
HU Lihua1;LI Dejian1;CHEN Jianping2;WANG Dai2
HU Lihua1;LI Dejian1;CHEN Jianping2;WANG Dai2
..............page:23-29
The most unfavorable position of vessel-pier collision and safety evaluation for rigid frame-continuous beam bridge
HU Xianchun1;LI Dejian1;NING Xiayuan2;WU Chao2
HU Xianchun1;LI Dejian1;NING Xiayuan2;WU Chao2
..............page:30-35
Analysis of dynamic stress response of rail under dynamic load
CAO Yu1;2;HUANG Zhihui1;2;LI Yigang1;2;YANG Xingxing1;2
CAO Yu1;2;HUANG Zhihui1;2;LI Yigang1;2;YANG Xingxing1;2
..............page:36-41
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
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
Railway vertical section automatic design based on fitting process and douglas algorithm
CHEN Yanping
CHEN Yanping
..............page:114-118
Analysis of temperature monitoring device for catenary electrically connecting clamp based on Zigbee technology
ZHENG Jianfeng1;FU Qinyi2
ZHENG Jianfeng1;FU Qinyi2
..............page:119-123
Optimization design of internal support of deep excavation located in river island based on dynamic design philosophy
WANG Wei1;LUO Chao1;LI Xiangsong2;HUANG Changyang2;HE Bo1
WANG Wei1;LUO Chao1;LI Xiangsong2;HUANG Changyang2;HE Bo1
..............page:90-95
Review on train timetable stability
MENG Xuelei1;2;XU Jie2;JIA Limin2
MENG Xuelei1;2;XU Jie2;JIA Limin2
..............page:96-102
..............page:124-128
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
Study on the ground vibration and its impact on precision instruments induced by freight train
ZHANG Pengfei1;2;LEI Xiaoyan2;GAO Liang1;LIU Qingjie2
ZHANG Pengfei1;2;LEI Xiaoyan2;GAO Liang1;LIU Qingjie2
..............page:108-113
..............page:2
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
Stability analysis of embankment over sloped weak ground with limit equilibrium method based on reliability
JIANG Xin1;2;3;ZHU Qijiong1;2;3;JIANG Yi1;2;3;QIU Yanjun1;2;3
JIANG Xin1;2;3;ZHU Qijiong1;2;3;JIANG Yi1;2;3;QIU Yanjun1;2;3
..............page:47-55
Application of improved dynamic grey model in high-speed railway bed settlement prediction
ZHANG Yuzhi1;DU Yanliang2;SUN Baochen2
ZHANG Yuzhi1;DU Yanliang2;SUN Baochen2
..............page:56-61
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
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
Break-joint setting for frame-type water retaining wall of large navigable aqueduct
HU Wenxi1;GUO Wenhua1;LIU Meilong2
HU Wenxi1;GUO Wenhua1;LIU Meilong2
..............page:74-79