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福厦高铁湄洲湾跨海大桥引桥40m预制简支箱梁设计 被引量:17
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作者 杨添涵 张玲 +1 位作者 杨恒 吴成 《世界桥梁》 北大核心 2020年第S01期22-26,共5页
新建福州至厦门高速铁路湄洲湾跨海大桥引桥采用40m预应力混凝土简支箱梁结构,箱梁为单箱单室截面,长40.6m、宽12.6m,梁体中心线处高3.235m,预制简支箱梁采用千吨级"昆仑号"运架一体机进行运架梁施工。采用有限元分析软件桥... 新建福州至厦门高速铁路湄洲湾跨海大桥引桥采用40m预应力混凝土简支箱梁结构,箱梁为单箱单室截面,长40.6m、宽12.6m,梁体中心线处高3.235m,预制简支箱梁采用千吨级"昆仑号"运架一体机进行运架梁施工。采用有限元分析软件桥梁博士、BSAS、MIDAS FEA分别建立40m梁横向环框计算模型、杆系单元模型、实体模型,分别进行梁体裂缝控制、运架梁施工阶段箱梁结构受力及梁体局部应力分析。结果表明:在增强顶板上、下缘钢筋布置后,箱梁裂缝宽度满足主力作用下0.15mm和主力+附加力作用下0.18mm的要求;在运架梁施工阶段箱梁整体受力满足要求;在吊梁、架梁工况下,梁端横桥向拉应力主要出现在顶板上缘和箱室内侧的上梗胁处,梁端局部应力满足受力要求。 展开更多
关键词 简支梁桥 高速铁路桥 箱形梁 预制架设 裂缝控制 局部应力分析 有限元法 桥梁设计
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Effects of friction variability on isolation performance of rolling-spring systems 被引量:1
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作者 魏标 王鹏 +3 位作者 杨添涵 戴公连 蒋丽忠 文颖 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第1期233-239,共7页
By taking a rolling-spring isolation system as the study object, the effects of the non-uniform distribution of rolling friction coefficient on its isolation performance were analyzed by a compiled computer program. T... By taking a rolling-spring isolation system as the study object, the effects of the non-uniform distribution of rolling friction coefficient on its isolation performance were analyzed by a compiled computer program. The results show that the errors associated with the structural maximum relative displacement, acceleration and residual displacement due to ignoring the friction variability sequentially grow. This rule is weakened by the spring action, however, the unreasonable spring constant will cause sympathetic vibration. Under the condition of large friction variability, in the calculation of the structural maximum relative displacement and acceleration, the friction variability should be considered. When the structural residual displacement is concerned, the variability of rolling friction coefficient should be fully considered regardless of the friction variability. 展开更多
关键词 rolling-spring structure seismic isolation rolling friction seismic performance
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