摘要
为适应墙体改革、保护耕地及住宅产业化的需要 ,提出了以密胁复合墙板为主要承力构件的新型结构体系 -密肋壁板轻框体系 ;配合该结构体系的推广 ,在大量试验的基础上 ,对密肋复合墙板的破坏形态、承力机理及承载力计算等进行了比较深入的研究 ;给出了密肋复合墙板斜截面承载力计算公式 。
To suit the needs of improving the wall and protecting the cultivated land,a new structure system,i.e.the light weighted frame structure,was put forward,in which the multi ribbed composite wall plays an important part.To take concerted action with the spreading of the structure,the failure characteristic and load carrying mechanism is analysed on the basis of a series of tests.A set of practical mathematical formulation of bearing capacity of the multi ribbed composite wall was given which can be used in the designing of the structure.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2002年第1期26-29,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
国家自然科学基金资助项目 (5 0 0 780 45 )
