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简述了合安高速公路路面工程机械化施工的机械合理配置、优化组合和有效的管理制度,对路面质量、工程进度和经济效益的直接影响。 相似文献
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针对斜拉桥中采用的双箱式主梁,改变斜拉桥箱形主梁的底板厚度、斜腹板厚度以及斜腹板倾斜角度,利用结构有限元分析程序ANSYS,对不同情况下的箱形主梁建立了有限元模型。考虑到梁段以外附近区域的作用,在其两端截面上施加了由平面杆系结构分析所得的端面内力,另外,索力和预加力(梁纵向、横隔梁横向、斜腹板竖向)也施加在相应的位置,分析了不同工况下箱形主梁在自重、索力和预应力作用下的空间应力效应。给出了斜拉桥箱形主梁的底板厚度、斜腹板厚度及斜腹板倾斜角度的合理化建议。分析表明:当底板厚度为30 cm左右,斜腹板厚度为30cm左右,斜腹板倾斜角度为150°~152°时,主梁的应力分布比较合理。 相似文献
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In this paper, reasonable paths in transit networks are defined as possible paths that satisfy the acceptable time criterion and transfer‐walk criterion. A recursive algorithm for finding all of the reasonable paths in a transit network that does not involve a rapid increase in program run‐time with network size is presented. Realistic transit networks in Hong Kong and Guangzhou were selected as case studies of the different phases of the development of a trip planning system. Transport planning practitioners and potential users were invited to test the system to evaluate its performance. The results of the prototype evaluation were satisfactory, and the viability of the system as a useful tool for supporting decision‐making has been confirmed by the positive feedback that was obtained from survey questionnaires. 相似文献
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宜宾南溪(仙源)长江大桥是国家规划的长江干线新建过江通道重点项目.主桥采用五跨280 m+572 m+(72.5+63+53.5)m双塔双索面非对称混合梁斜拉桥.针对斜拉索在组合梁上的锚固,选用锚拉板结构.主要介绍锚拉板结构的合理构造、计算分析和关键施工要点等关键技术. 相似文献