论文部分内容阅读
土基上整体式平底板水闸设计,常用两种方法计算底板内力和应力。弹性地基梁法是常用的较为完整的方法,反力直线分布法是常用的较为简便的方法。该两法在实际工程中起了重要作用,现已被《水闸设计规范》所推荐。在这些计算方法中还存在着一些值得商准的问题,现就这些问题提出一些看法,并对弹性地基梁法及反力直线分布法提出具体的改进意见。
The design of the integral flat-plate sluice on the foundation is based on two methods to calculate the internal force and stress of the slab. Flexible foundation beam method is commonly used more complete method, reaction force linear distribution method is commonly used more simple method. These two laws have played an important role in practical projects and are now recommended by the Code for Sluice Design. There are still some problems to be considered in these calculation methods. Some opinions on these problems are put forward now, and specific improvements on the elastic foundation beam method and reaction force linear distribution method are proposed.