EXPERIMENTAL STUDY ON THE PERFORMANCE OF SP PRESTRESSED HOLLOW SLABS UNDER HIGH TEMPERATURE

摘要：

The pferformance of SP prestressed hollow slab under different high temperature and after different high temperature is studied by test. Some macroscopical phenomena are observed under and after high temperature. The bending deformation of ascending and lowering the tempera ture is analyzed. Research on high temperature effect on crazing-load and the ultimate load is carried out as well.

关键词： High temperature SP prestressed hollow slab carrying capacity deformation

作者: C. F. Lu Y. Liu G. L. Yuan

作者单位: School of Architecture and Civil Engineering CUMT, Xuzhou, China Xuzhou Building Design Subsidiary Co., China Building Technique Group Co. Ltd, Xuzhou, China

会议类型: 国际会议

会议名称: 2007年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 上海

会议语种:英文

页码: 560-565

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）