论文部分内容阅读
对长度较大的高桩码头,通常取出一个排架作为平面问题计算。为了考虑集中水平力的空间性质,过去一般简单保守地按直接受力排架承受水平力的一半来设计,在高桩码头规范中也是如此规定的。但是这样处理的理论根据何在?
For tall piled wharves, a rack is usually taken out as a plane problem. In order to take into account the spatial nature of the horizontal horizontal force, the past was generally simple and conservatively designed to withstand half the horizontal force of the direct-supported frame and so on in the specification of the high-pile wharf. But what is the rationale for such treatment?