Railway Engineering 2015 Issue 9 Inf luence of loading waveform on fatigue behavior of typical structural details of steel bridge

Inf luence of loading waveform on fatigue behavior of typical structural details of steel bridge
WANG Li;,ZHANG Yuling;,ZHANG Wen;,RONG Qiao;,TIAN Yue;

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

shuo huang tie lu 64m shuang xian shuan han gang zuo liang qiang hua gai zao ji shu yan jiu
luo hui gang ;

..............page:6-8

zheng xi ke zhuan ke yun bei huan xian xian yang wei he te da qiao she ji
qian feng ;

..............page:9-10,11

wei he gou da qiao 115m gang jin hun ning tu gong qiao fang an she ji
yao bao hui ;

..............page:11-14

gang jin hun ning tu ban gong jie gou zai tie lu qiao liang zhong de ying yong fen xi
yang jing ;

..............page:15-17

Model test study for 128 m span tied arch bridge
DU Yingdong;,WANG Qicai;,YU Bentian;,MAO Dong;

..............page:18-20

tie lu da kua du pc xiang liang qiao di ban beng lie cheng yin fen xi
xu bai shun ;, ma ming ;, dong ji an ;, qian yong jiu ;

..............page:21-23

wu zuo gui dao yue shu dui gao tie fps ge zhen jian zhi liang qiao zong xiang di zhen fan ying de ying xiang
huang yu chen ;, wang jun wen ;, wang shao jun ;

..............page:24-28

Inf luence of imposed lateral displacement mode on mechanical performance of lead-centered rubber bearings
WANG Jianqiang;,LIU Yaodong;,XIN Wei;,LI Zheng;,ZHAO Jun;

..............page:29-31

gao su tie lu qiao liang zhi zuo diao zheng fang fa
yu zhong ming ;

..............page:32-34

ji yu you xian yuan ji suan de tie lu cheng tai jian hua ji suan fang fa yan jiu
song wei ;, wang yu quan ;, su wei ;

..............page:35-37

Study on crack causes of bridge pier concrete in extremely cold area and its patching materials
ZHOU Youlu;,XIONG Zhiwen;,NIU Dongxing;,LI Fen;,ZHANG Shouhong;

..............page:38-40

yu cheng te da qiao chao shen da zhi jing guan zhu zhuang shi gong ji shu yu zhi liang kong zhi
hu zai liang ;, wang ya guo ;

..............page:41-44

Axial compression test of concrete-f illed thin-walled steel circular tube short column with weak interface bonding
ZHANG Wenjiang;,MENG Zhiliang;,BAI Yongbing;,SU Shengxi;,DU Er xia;

..............page:45-49

gao di ying li tiao jian xia sui dao shi gong fang fa yan jiu
wang zhi jie ;, xu rui ning ;, yuan zuo ;, duan ming ming ;, zhang wen long ;

..............page:50-52

hai zhong shen hou ruan tu di ji li sui dao ming wa fa shi gong jie liu wei yan fang an bi xuan ji wen ding xing fen xi
peng chang sheng ;, huang sheng ;, zuo peng fei ;

..............page:53-56

da kua du di tie an wa che zhan shi gong fang an yu you hua
qiao feng zhuo ;

..............page:57-59

qian mai an wa di tie che zhan ping xing xia chuan da xing cheng shi sui dao de shi gong fang fa yan jiu
zhang hong ;, han zhu qing ;, feng xian zuo ;, cheng song ;, jiang rui jun ;

..............page:60-62

shuang dong dan yuan dun gou sui dao yu heng tong dao jie he xiu jian di tie che zhan shi gong guo cheng de jie gou li xue fen xi
zhang ming ;

..............page:63-65

Analysis on longitudinal earthquake response of excavation section in traff ic tunnel
ZHOU Feifei;,TIAN Li;,JIANG Zhu;,ZHANG Zhigang;

..............page:66-69

hua gang yan sui dao wu tan yi chang qu yan ti te xing yan jiu
zhang xiao yu ;

..............page:70-73

Study on application of liquid accelerating agent in shotcrete of railway tunnels
YANG Fumin;,SUN Chengxiao;,QIU Peng;,ZHANG Wen;,HE Junli;,YAN Junjie;,LI Chen;

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

Research on similar materials used in model test for deep foundation pit
YANG Shantong;,CHEN Na;,CHEN Feiyu;,LIU Guiying;,ZHOU Bin;

..............page:78-81

Establishment of energy equation for composite support system of prestressed anchors and soil nails based on simplif ied model
WANG Hui;,GUO Yuancheng;,WEI Yanqing;

..............page:82-85

Design scheme of deep foundation pit support of transfer metro station taking advantage of existing station as gravity retaining wall
YAO Yanming;,ZHAO Yue;

..............page:86-89

bian zhi ruan yan lu di tian liao te xing de da xing san zhou shi yan yan jiu
cao zhou yang ;, du qin wen ;, wang xiao mou ;

..............page:90-93

guang dong sheng mei xi di ceng bu tong po ti jie gou de bing hai mo shi ji fang zhi dui ce
yi wei ;

..............page:94-97

yan zhi gao dou bian po di zhen dong jia su du gao cheng fang da xiao ying ji suan fang fa yan jiu
han yi kang ;

..............page:98-101

ji yu excel de zhi jian shi yan shu ju chu li fang fa
mo lin li ;, zhao xiu shao ;, wang xu ;, zheng wei ;

..............page:102-105

Experimental study on temperature load features of CRTSⅡslab-type ballastless track structure on bridge
LI Dongsheng;,DONG Liang;,JIANG Ziqing;,HU Suoting;,JIANG Cheng;

..............page:106-110

cheng shi gui dao jiao tong zhong gang jin zuo jia gui zhen shi zheng ti dao chuang pei jin she ji
huang he shan ;, guan ji bo ;, liu yu xiang ;, zuo yi zhou ;

..............page:111-113

dc-32 xing dao gu che jia zhuang er wei ji guang zhun zhi xi tong she ji
guan wei ;, wang fa deng ;, niu huai jun ;

..............page:114-117

sui zuo tu zhuan cu gu liao zai sheng hun ning tu de qiang du zhi biao huan suan
chen meng ;, ning yong sheng ;, feng guo bin ;

..............page:118-120

fu chan kuang wu chan he liao hun ning tu xing neng shi yan yan jiu
zhang xiao long ;, zeng zuo hua ;, zhang hui ping ;, zhang ai ming ;, cao jian jun ;

..............page:121-124

ca sha jiang yong ji zhi li qing zhi bei ji shu yan jiu
luo wang qun ;, huang wan li ;, dong hong wei ;, li hai yan ;

..............page:125-127

bei dou wei xing dao hang xi tong zai tie lu gong wu gong cheng zhong de ying yong tan tao
jiang wen chao ;, feng zhong wei ;, zhu hong wei ;

..............page:128-130

ji yu 3dsmax de gao su tie lu ju bu di xing kong qi dong li xue fang zhen mo xing de gou jian
yang yong gang ;, luo lu lin ;, zhou chao zuo ;, xu jian lin ;

..............page:131-134