摘要
本文结合上海市松方公路淀浦河桥工程及同三国道大泖港桥工程,论述在工程实际中选用后张法预应力大孔板梁的可行性。
With the background of Dingpu River Bridge of Songfang Highway and Damaogang Bridge of Tongsan National Highway, the feasibility of a large hollow post tensioned plate girder is described in this paper.
出处
《结构工程师》
1999年第2期13-17,共5页
Structural Engineers