浅谈桥博与MIDAS之钢束损失比较分析—20m先张法简支梁计算
천담교박여MIDAS지강속손실비교분석—20m선장법간지량계산
Brief Discussion on Comparative Analysis of Dr. Bridge and Steel Beam Loss of MIDAS -Simply Supported Beam Computation with 20m Pretension Method
  • 万方数据
    北方交通 북방교통
    NORTHERN COMMUNICATIONS
    2012年 6期 107-109 ,共3页

    陈丽丽%张明奇

    진려려%장명기

    钢束应力损失%桥博%Midas 鋼束應力損失%橋博%Midas
    강속응력손실%교박%Midas
    Steel beam stress loss%Dr. Bridge%Midas
    通过实际算例介绍了桥博与MIDAS作为桥梁专业通用性较强的软件,在钢束应力损失方面的计算结果的可靠性与差异。
    통과실제산례개소료교박여MIDAS작위교량전업통용성교강적연건,재강속응력손실방면적계산결과적가고성여차이。
    With practical example, Dr. Bridge and MIDAS as software widely used in bridge major are intro- duced and the reliability and differences between them in computed results of steel beam stress loss are introduced as well.
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