FEA calculation method of stress intensity factor of rails steel
wang yuan-qing; feng bao-rui; shi yong-jiu(department of civil engineering; key laboratory of structural engineering and vibration of china education ministry; tsinghua university; beijing 100084; china)

..............page:1-5

Evaluating on railway transportation capacity loss of speed limit pick up and drop train
li hong-yan1; 2; chen zhi-ya1; lei ding-you1(1.school of traffic and transportation engineering; central south university; changsha 410075; china; 2.china academy of railway sciences; beijing 100081; china)

..............page:83-86

tou gao xu zhi

..............page:97

Water character of flowering sheet stone
li chang-you1; fu he-lin1; cai hai-liang2; she xiao-nian3; nie chun-long1(1.school of civil and architectural engineering; central south university; changsha 410075; china; 2.tianzhi communcitaion limited company; changsha 410011; china; 3.hengyan highway express construction company; hengyang 420001; china)

..............page:74-77

A taxi service network equilibrium model with the influenced of demand distribution
luo duan-gao; shi feng(school of traffic and transportation engineering; central south university; changsha; 410075)

..............page:87-91

Normal section failure mode of simple-supported steel-reactive powder concrete composite beams
zhang yan-ling1; wang yuan-qing2; ji wen-yu1(1.school of civil & architecture engineering; beijing jiaotong university; beijing 100044; china; 2.school of civil engineering; tsinghua university; beijing 100084; china)

..............page:10-15

Penetration behaviour due to vibratory pile driving using the high frequency hydraulic vibratory hammer
chen fu-quan1; lei jin-shan2; wang jing-wei1; 3(1.school of civil engineering; fuzhou university; fuzhou 350108; china; 2.school of civil and architectural engineering; central south university; changsha 410075; china; 3.china nerin engineering co.ltd.; nanchang 330002; china)

..............page:41-47

Grey prediction model for construction settlement forecast of embankment of high-speed railway and its application
du yan-liang1; ji lai1; 2; liu xin-fu3(1.key laboratory of structural health monitoring and control in hebei province; shijiazhuang railway institute; shijiazhuang 050043; china; 2.china railway fifth survey and design group co.ltd.; beijing 102600; china; 3.cold and arid regions environmental and engineering research institute; chinese academy of sciences; lanzhou 730000; china)

..............page:36-40

Calculating methods for section rigidity of reinforced concrete beam element
zeng yong-ge1; 2; li chuan-xi2(1.department of urban construction; shaoyang university; shaoyang 422000; china; 2.school of civil & architectural engineering; changsha university of science and technology; changsha 410076; china)

..............page:62-67

Elastic reaction and elastoplasticity spectrum of composite steel-concerte frame
jiang li-zhong; wu zhong-he; wang chen(school of civil and architectural engineering; central south university; changsha 410075; china)

..............page:6-9

Variational sloping angle of arch rib influenced on the stability of double X-shaped arch bridge
chen huai1; sun ying-tao2(1.school of civil engineering; zhengzhou university; zhengzhou 450001; china; (2.china petroleum pipeline engineering corporation; langfang 065000; china)

..............page:21-24

Structure isolation based on dynamic soil-structure interaction
lu hua-xi1; liang ping-ying1; shang shou-ping2; zhu zhi-hui3(1.school of civil engineering; east china jiaotong university; nanchang 330013; china; 2.civil engineering college; hunan university; changsha 410082; china)3.school of civil and architectural engineering; central south university; changsha 410075; china)

..............page:25-30

Section model test method for steel truss girder segment in the along Beijing-Shanghai
ye mei-xin; chen jia(school of civil and architectural engineering; central south university; changsha 410075; china)

..............page:16-20

Key construction technology and innovation of 3-span continuous steel truss arch bridge
chen hui-hua1; wang meng-jun1; luo jia-sheng2(1.college of civil and architectural engineering; central south university; changsha 410075; china; 2.guangzhou xinguang expressway co.ltd.; guangzhou 510230; china)

..............page:78-82

Truck-rail equilibrium in competitive and controlled markets
fang xiao-ping; liu ying-heng(school of traffic and transportation engineering; central south university; changsha 410075; china)

..............page:92-96

Deviation analysis of earthwork calculation with error propagation law
deng tie-jun; he han-zhi(college of civil engineering; hunan university; changsha 410082; china)

..............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(school of civil and architectural engineering; central south university; changsha 410075; china)

..............page:58-61

Alignment control and stress analysis for construction of continous bridge based on neural network technique
li yong-qing1; 2(1.school of civil and architectural engineering; central south university; changsha 410075; china; 2.mechanization engineering limited company of china railway 5th bureau group; hengyang 421002; china)

..............page:53-57

Analysis of Bogl slab track irregularity of Beijing-Tianjin intercity high speed railway
jin shou-hua1; zeng zhi-ping2(1.china railway construction corporation limited; beijing 100875; china; 2.post-doctor work station of civil engineering; central south university; changsha 410075; china)

..............page:48-52

Mechanical properties of solidified saline soil
zhou yong-xiang1; yan pei-yu2; leng fa-guang1; ji xian-kun1(1.institute of building materials; china academy of building research; beijing 100013; china; 2.department of civil engineering; tsinghua university; beijing 100084; china)

..............page:31-35