Midas civil 2012在先简支后连续 T 梁上部结构设计中的应用
Journal of Changchun University of Technology (Natural Science Edition)(2015)
Abstract
针对多跨连续梁桥靠近中间支点附近承受较大的负弯矩,而跨中则承受正弯矩的受力特点,采用空间有限元分析软件M idas civil 2012对先简支后连续T 梁上部结构的应力应变进行计算,取得较好的效果。
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