参考文献/References:
[1] 郭宏磊,丁大均,蒋永生.厚承台空间桁架受力机理的研究(1)[J].工业建筑,1997,27(8):30-35.
Guo Honglei,Ding Dajun,Jiang Yongsheng.Study for load transfer mechanism of space truss model simulating thick pile caps(1)[J]. Industrial Construction, 1997,27(8):30-35.(in Chinese)
[2] 郭宏磊,丁大均,蒋永生.厚承台空间桁架受力机理的研究(2)[J].工业建筑,1997,27(9):36-40.
Guo Honglei,Ding Dajun,Jiang Yongsheng.Study for load transfer mechanism of space truss model simulating thick pile caps(2)[J].Industrial Construction, 1997,27(9):36-40.(in Chinese)
[3] 梁书亭,蒋永生,李传殿.型钢混凝土桩基承台抗冲切性能的试验研究[J].建筑结构学报,1998,19(6):59-64.
Liang Shuting,Jiang Yongsheng,Li Chuandian.Experimental studies of punching shear property for steel-truss and concrete pile caps [J]. Journal of Building Structures,1998,19(6):59-64.(in Chinese)
[4] 卢建峰,蒋永生.多桩承台设计探讨 [J].工业建筑,1999,29(6):62-64.
Lu Jianfeng.Jiang Yongsheng.A discussion on design of mutil-pile caps [J].Industrial Construction,1999,29(6):62-64.(in Chinese)
[5] 卢建峰.桩基承台空间桁架理论设计方法研究 [D].南京:东南大学土木工程学院.2001.
[6] 吴俊.厚承台空间桁架设计理论的研究与应用 [D].南京:东南大学土木工程学院.2000.