摘要
泉州吉源花苑地下停车场为大跨度预应力框架结构 ,环向预应力梁跨度 1 1 .65m ,径向预应力梁跨度 1 6.8m。本文详细分析了该停车场在这种建筑平面情况下几种不同梁系结构的优缺点 。
The underground garage in Quanzhou Jiyuan garden is a long-span prestressed frame structure,The circular prestressed beam has a span of 11.65 metres,and the radial prestressed beam span is 16.8 metres.This paper discusses the superionity and defect in the different beam-systems structure,and relates how to design the prestressed structure in the accepted system
出处
《福建建筑》
2000年第B10期17-18,共2页
Fujian Architecture & Construction
