This paper summarizes the tests under cyclic reverseloading of four cruciform R. C. frame beam-column joints which are strengthened by enlarging column sections.
本文概述了四个十字形钢筋混凝土框架节点试件采用柱加大截面法加固后,在低周反复荷载作用下的试验。
2
sample 2 is the reverse process of the former XML publishing sample, loading XML documents to the customer table and the contact table.
示例 2 是前面 XML 发布示例的反向过程,它将 XML 文档装载到客户表和联系方式表中。
3
A successive approximation method is suggested without value limit of wave velocity. The formulas for calculating the initial propagation velocity of reverse plastic loading boundary are also given.