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Journal of Railway Science and Engineering
1672-7029
2009 Issue 1
Variational sloping angle of arch rib influenced on the stability of double X-shaped arch bridge
CHEN Huai;Sun Ying-tao
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page:21-24
Calculating methods for section rigidity of reinforced concrete beam element
ZENG Yong-ge;LI Chuan-xi
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page:62-67
Structure isolation based on dynamic soil-structure interaction
LU Hua-xi;LIANG Ping-ying;SHANG Shou-ping;ZHU Zhi-hui
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page:25-30
Mechanical properties Of solidified saline Soil
ZHOU Yong-xiang;YAN Pei-yu;LENG Fa-guang;JI Xian-kun
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page:31-35
Grey prediction model for construction settlement forecast of embankment of high-speed railway and its application
DU Yan-liang;JI Lai;LIU Xin-fu
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page:36-40
Analysis of Bogl slab track irregularity of Beijing-Tianjin intercity high speed railway
JIN Shou-hua;ZENG Zhi-ping
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page:48-52
Deviation analysis of earthwork calculation with error propagation law
DENG Tie-jun;HE Han-zhi
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page:68-73
Application of grillage method in analysis of simply-supported hinged joint celluar slab bridge testing and strengthening
PENG Yan;LI De-jian
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page:58-61
tou gao xu zhi
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page:封3
FEA calculation method of stress intensity factor of rails steel
WANG Yuan-qing;FENG Bao-rui;SHI Yong-jiu
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page:1-5
Water character of flowering sheet stone
LI Chang-you;FU He-lin;CAI Hai-liang;SHE Xiao-nian;NIE Chun-long
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page:74-77
Truck-rail equilibrium in competitive and Controlled markets
FANG Xiao-ping;LIU Ying-heng
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page:92-96
Normal section failure mode of simple-supported steel-reactive powder concrete composite beams
ZHANG Yan-ling;WANG Yuan-qing;JI Wen-yu
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page:10-15
Evaluating on railway transportation capacity loss of speed limit pick up and drop train
LI Hong-yan;CHEN Zhi-ya;LEI Ding-you
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page:83-86
Penetration behaviour due to vibratory pile driving using the high frequency hydraulic vibratory hammer
CHEN Fu-quan;LEI Jin-shan;WANG Jing-wei
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page:41-47
A taxi service network equilibrium model with the influenced of demand distribution
LUO Duan-gao;SHI Feng
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page:87-91
Elastic reaction and elastoplasticity spectrum of composite steel-concerte frame
JIANG Li-zhong;WU Zhong-he;WANG Chen
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page:6-9
Key construction technology and innovation of 3-span continuous steel truss arch bridge
CHEN Hui-hua;WANG Meng-jun;LUO Jia-sheng
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page:78-82
Alignment control and stress analysis for construction of continous bridge based on neural network technique
Li Yong-qing
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page:53-57
Section model test method for steel truss girder segment in the along Beijing-Shanghai
YE Mei-xin;CHEN Jia
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page:16-20