摘要
着重介绍无粘结预应力现浇空心板在高层建筑中的应用。对现浇空心板的截面选择、内力计算、预应力钢筋和非预应力钢筋的确定进行了详细分析。
The application of unbonded prestressed in situ hollow slabs to high rise buildings is highlighted. The selection of cross section for hollow slabs, the calculation of internal force and the selection of prestressed and nonprestressed reinforcements are also analyzed in detail. A valuable exploration on the solution of such problems in high rise buildings as large span structure and reduction of floor height is provided.
出处
《工业建筑》
CSCD
北大核心
2003年第8期77-80,共4页
Industrial Construction
