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Force Path Analysis of Ballasted Jointless Bridge Turnout
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作者 张瑶 杨冠岭 +1 位作者 宋杨 王平 《Journal of Southwest Jiaotong University(English Edition)》 2010年第4期309-313,共5页
The action between bridge and ballasted jointless turnout on bridge is reversible. To locate the force path between them,the model of a jointless turnout on a 4×32 m continuous beam were calculated and analyzed. ... The action between bridge and ballasted jointless turnout on bridge is reversible. To locate the force path between them,the model of a jointless turnout on a 4×32 m continuous beam were calculated and analyzed. Also analyzed were factors of influence,such as:temperature increment,longitudinal pier stiffness,ballast resistances,and turnout and bridge layouts. 展开更多
关键词 Ballasted jointless bridge switch Force path Temperature increment
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