摘要
结合工程实例,对槽形梁用手算和电算两种方法进行了分析,并对两种计算结果进行了比较分析,总结了两种方法的优缺点,提出了手算需改进的方案,为今后槽形梁桥的设计计算提供了参考依据。
Combined with practical engineering, this paper analyzes channel beam with hand and computer calculation method, carries out contrast analysis between the two computing results, summarizes the advantages and disadvantages of the two methods, and proposes improved scheme for hand calculation method, which to offer a reference for the design and calculation of channel beam bridge in the future.
出处
《山西建筑》
2007年第11期282-283,共2页
Shanxi Architecture
关键词
槽形梁
预应力体系
轻轨高架桥
结构设计
channel beam, pre-stressed system, light rail viaduct, structural design